KCONWAYB Database: PROD Permanent Bridge Inspection …
Transcript of KCONWAYB Database: PROD Permanent Bridge Inspection …
Page 1 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001A
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K421 K421 SKUHUN 2014/08/27
Permanent Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
Inspector Name:
UTM Zone:
Total Length (metres):
Abutments (Left/Right): (looking downstream)Superstructure
Project File ID #:
KM:
Br.
User km:
Forest District:
Crossing Name: Next Inspection Date:
Concrete Lock Blocks
UTM Easting:
# Spans:
Year Superstructure Installed:
Running Surface:Deck Type:
UTM Northing:
Span Length(s) (metres):
Skuhost Cr 12.80 13.00 2017/08/27
0814 01 Cascades Natural Resource District
Steel I-beam
Timber - Untreated Timber Planks
6.5
10 640141 5576212
Jeremy Araki 1987
1
Access:
0
ABUTMENTS
GoodBearings
Not ApplicableBracing
GoodBallast Wall
GoodConcrete Lock Blocks
Not ApplicableCorrosion Protection
GoodCaps or Sills
GoodFill
GoodHardware
Not ApplicablePiles or Posts
GoodRiprap
Not ApplicableWing Wall
APPROACHES
FairAlignment left approach has tight horizontal corner
0Bridge Ahead Signs Missing
YesBrushing Required LT: brushing required.
0Delineator Missing Left(approaching structure)
0Delineator Missing Right(approaching structure)
NoneFender Condition None
41Posted Load Rating see pic
FairRoad Surface Good at site, road to site is washed out LT: Fair - Grown in vegetation
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 2 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001A
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K421 K421 SKUHUN 2014/08/27
Permanent Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
DECK
Span 1
GoodCurb Rail/Blocks/Posts
GoodDeck to Girder Bolts
GoodHardware
Not ApplicableHand Rails/Walkouts
GoodNails
GoodOverall Deck Condition
GoodRunning Planks
UnratedSub Deck none
GoodTies
SUPERSTRUCTURE
Span 1
Not ApplicableBracing
GoodDiaphrams at ends
GoodGirders LT: some gravel on flanges visible on photo.
GoodHardware
Not ApplicableUnder Trussing
CH
AN
NE
LH
AZ
AR
DS
Estimated Present Water Level Depth: Estimated Present Water Level Width:
Estimated High Water Level Clearance:
High Water: Debris:Scour: Aggradation:Ice:
Comment:
No No No No No
1.5
0.1 2.5
# Status Priority Estimate Description
RE
PA
IRS
# Description
MO
NIT
OR
S
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 3 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001A
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K421 K421 SKUHUN 2014/08/27
Permanent Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
GE
NE
RA
L Inspector's
Comment:
All signs in place. Road is badly washed out on the way there
LT (2014/12/17): Light brushing required.
PEng's
Comment:
GE
NE
RA
L
Professional Inspection Required? Report Status:No
Replacement Date for full log haul traffic (year): Replacement Date for light vehicle traffic (year): 2032 2037
Current Inspection Load Rating: Design Load GVW (tonnes): 0 Design Vehicle Config.:
Accepted By Lester Thiessen on 12/20/2014 8:57:53AM
41
GE
NE
RA
L
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 4 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001A
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K423 K423 SKUHUN-PIMAINUS 2016/06/26
Permanent Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
Inspector Name:
UTM Zone:
Total Length (metres):
Abutments (Left/Right): (looking downstream)Superstructure
Project File ID #:
KM:
Br.
User km:
Forest District:
Crossing Name: Next Inspection Date:
Concrete Lock Blocks
UTM Easting:
# Spans:
Year Superstructure Installed:
Running Surface:Deck Type:
UTM Northing:
Span Length(s) (metres):
Chataway Cr 10.56 10.50 2019/06/26
0814 03 Cascades Natural Resource District
Steel I-beam
Timber - Untreated Timber Planks
7.0
10 647258 5576442
Ron Peace 1987
1
Bridge km. 17.5 by markers, 0 km. at Craigmont km. 10.5 from begining FSR at Aberdeen Road (POT 03 Branch on Ex. A) Km.
43.9 By exibit A dated march 21/88.
Access:
0
ABUTMENTS
GoodBearings
Not ApplicableBracing
GoodBallast Wall
GoodConcrete Lock Blocks
Not ApplicableCorrosion Protection
GoodCaps or Sills
GoodFill
GoodHardware
Not ApplicablePiles or Posts
FairRiprap Rip rap has been placed in the channel restricting the flow on the upstream side
Not ApplicableWing Wall
APPROACHES
GoodAlignment
0Bridge Ahead Signs Missing None
NoBrushing Required
0Delineator Missing Left(approaching structure)
0Delineator Missing Right(approaching structure)
NoneFender Condition
nonePosted Load Rating
GoodRoad Surface
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 5 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001A
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K423 K423 SKUHUN-PIMAINUS 2016/06/26
Permanent Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
DECK
Span 1
GoodCurb Rail/Blocks/Posts
GoodDeck to Girder Bolts
GoodHardware
Not ApplicableHand Rails/Walkouts
FairNails
GoodOverall Deck Condition
GoodRunning Planks Some wear at bridge ends and along line of traffic travel
GoodSub Deck
GoodTies
SUPERSTRUCTURE
Span 1
GoodBracing
GoodDiaphrams
GoodGirders
Not ApplicableHardware
Not ApplicableUnder Trussing
CH
AN
NE
LH
AZ
AR
DS
Estimated Present Water Level Depth: Estimated Present Water Level Width:
Estimated High Water Level Clearance:
High Water: Debris:Scour: Aggradation:Ice:
Comment:
No No No No No
0.9
0.4 1.7
# Status Priority Estimate Description
RE
PA
IRS
# Description
MO
NIT
OR
S
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 6 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001A
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K423 K423 SKUHUN-PIMAINUS 2016/06/26
Permanent Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
GE
NE
RA
L Inspector's
Comment:
PEng's
Comment:
GE
NE
RA
L
Professional Inspection Required? Report Status:No
Replacement Date for full log haul traffic (year): Replacement Date for light vehicle traffic (year): 2037 2042
Current Inspection Load Rating: Design Load GVW (tonnes): 63 Design Vehicle Config.: CL625
Reviewed By Drew Alway on 1/10/2017 3:30:52PM
63
GE
NE
RA
L
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 7 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001C
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K1401 K1401 SKUHUN-PIMAINUS 2016/06/26
Major Culvert Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
Inlet Cover (mm):
Culvert Length (metres):
UTM Northing:
Opening Width (mm):
Culvert Material:
Outlet Cover (mm):
Gradient (%):
UTM Easting:
Opening Height (mm):
UTM Zone:
Footing Type:
Culvert Type:
Inspector Name:
KM:
Project File ID #:
User km:
Br.
Crossing Name:
Forest District:
Next Inspection Date:Skuhost Cr 25.40 33.00 2019/06/26
0814 03 Cascades Natural Resource District
Round Corrugated Steel
1,300 1,000
0.0
23.5 1,400 2,300
10 639906 5586896
Ron Peace 2006
Access:
Year Superstructure Installed:
APPROACHES
GoodAlignment
0Bridge Ahead Signs Missing
NoBrushing Required
0Delineator Missing Left(approaching structure)
0Delineator Missing Right(approaching structure)
NoneFender Condition
nonePosted Load Rating
GoodRoad Surface
CULVERT ELEMENT
Not ApplicableBaffles
Not ApplicableBolted Connections
GoodCoupled Connections No access into culvert
GoodCoating
GoodEmbedment Materials
GoodFill
GoodFloor
Not ApplicableFooting
GoodHead Wall
GoodInlet
GoodOutlet
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 8 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001C
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K1401 K1401 SKUHUN-PIMAINUS 2016/06/26
Major Culvert Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
GoodOverall
FairRiprap
FairRoof
FairSide Walls
Not ApplicableTrash Rack
Not ApplicableWiers/Backwater Structures
GoodWing Wall
CH
AN
NE
LH
AZ
AR
DS
Estimated Present Water Level Depth: Estimated Present Water Level Width:
Estimated High Water Level Clearance:
High Water: Debris:Scour: Aggradation:Ice:
Comment:
No No No No No
0.5
0.1 0.9
# Status Priority Estimate Description
RE
PA
IRS
# Description
MO
NIT
OR
SG
EN
ER
AL Inspector's
Comment:
The culvert length is 23.5 m. and the fill depth is 1.0 m. at the outlet and 1.3 m. at the inlet.
PEng's
Comment:
GE
NE
RA
L
Professional Inspection Required? Report Status:No
Replacement Date for full log haul traffic (year): Replacement Date for light vehicle traffic (year): 2050 2055
Current Inspection Load Rating: Design Load GVW (tonnes): 63 Design Vehicle Config.: BCL625
Reviewed By Drew Alway on 12/6/2016 2:36:13PM
64
GE
NE
RA
L
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 9 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001A
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K484 K484 SKUHUN-SPAIST WEST 2016/06/26
Permanent Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
Inspector Name:
UTM Zone:
Total Length (metres):
Abutments (Left/Right): (looking downstream)Superstructure
Project File ID #:
KM:
Br.
User km:
Forest District:
Crossing Name: Next Inspection Date:
Concrete Precast
UTM Easting:
# Spans:
Year Superstructure Installed:
Running Surface:Deck Type:
UTM Northing:
Span Length(s) (metres):
Pimainus Cr 0.21 40.10 2019/06/26
0814 08 Cascades Natural Resource District
Concrete Box Beam
Gravel Concrete
7.6
10 633883 5584728
Ron Peace 1990
1
Bridge is at 40 .1 km. by km markers.Access:
7
ABUTMENTS
GoodBearings
Not ApplicableBracing
UnratedBallast Wall None
GoodConcrete Precast
Not ApplicableCorrosion Protection
GoodCaps or Sills
GoodFill
Not ApplicableHardware
Not ApplicablePiles or Posts
GoodRiprap
Not ApplicableWing Wall
APPROACHES
GoodAlignment
1Bridge Ahead Signs Missing The #2 sign is missing
YesBrushing Required
0Delineator Missing Left(approaching structure)
0Delineator Missing Right(approaching structure)
NoneFender Condition
nonePosted Load Rating
GoodRoad Surface
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 10 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001A
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K484 K484 SKUHUN-SPAIST WEST 2016/06/26
Permanent Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
DECK
Span 1
Not ApplicableConcrete Deck Covered in gravel
GoodCurb Rail/Blocks/Posts
Not ApplicableDeck Joints
Not ApplicableGrout Pockets
GoodHardware
Not ApplicableHand Rails/Walkouts
GoodOverall Deck Condition
GoodRunning Surface
SUPERSTRUCTURE
Span 1
Not ApplicableBracing
Not ApplicableHardware
UnratedWelded/grouted shear connectors Covered in gravel
CH
AN
NE
LH
AZ
AR
DS
Estimated Present Water Level Depth: Estimated Present Water Level Width:
Estimated High Water Level Clearance:
High Water: Debris:Scour: Aggradation:Ice:
Comment:
No No No No No
1.5
0.2 2.0
# Status Priority Estimate Description
1 $300.00 Install bridge ahead sign at #2 approachLowRequired
2 $150.00 Brush out bridgeMediumRequiredRE
PA
IRS
# Description
MO
NIT
OR
SG
EN
ER
AL Inspector's
Comment:
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 11 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001A
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K484 K484 SKUHUN-SPAIST WEST 2016/06/26
Permanent Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
PEng's
Comment:
GE
NE
RA
L
Professional Inspection Required? Report Status:No
Replacement Date for full log haul traffic (year): Replacement Date for light vehicle traffic (year): 2040 2045
Current Inspection Load Rating: Design Load GVW (tonnes): 68 Design Vehicle Config.: L75
Reviewed By Drew Alway on 1/11/2017 4:07:43PM
68
GE
NE
RA
L
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 12 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001A
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K1117 K1117 -SKUHOST BRANCH 15 2015/06/23
Permanent Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
Inspector Name:
UTM Zone:
Total Length (metres):
Abutments (Left/Right): (looking downstream)Superstructure
Project File ID #:
KM:
Br.
User km:
Forest District:
Crossing Name: Next Inspection Date:
Concrete Precast
UTM Easting:
# Spans:
Year Superstructure Installed:
Running Surface:Deck Type:
UTM Northing:
Span Length(s) (metres):
Skuhost #2 2.01 29.00 2018/06/23
0814 15 Cascades Natural Resource District
Steel I-beam
Timber - Untreated Timber Planks
15.2
10 639525 5578612
Ron Peace 1999
1
Access:
0
ABUTMENTS
PoorBearings No rubber bearing pads
Not ApplicableBracing
FairBallast Wall Do not extend the full depth of the girder, allowing fill through ont the lock blocks
FairConcrete Precast Three blocks\abutment, each beariing rests only on a single indipendant lock block
and appear to be uneven.
Not ApplicableCorrosion Protection
PoorCaps or Sills No sill, see above
FairFill
Not ApplicableHardware
Not ApplicablePiles or Posts
PoorRiprap Not much in place
FairWing Wall
APPROACHES
FairAlignment 6% grade down onto the bridge from the #1 approach
0Bridge Ahead Signs Missing
YesBrushing Required Brush out around the bridge
0Delineator Missing Left(approaching structure)
0Delineator Missing Right(approaching structure)
NoneFender Condition
nonePosted Load Rating
FairRoad Surface Settled at #2
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 13 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001A
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K1117 K1117 -SKUHOST BRANCH 15 2015/06/23
Permanent Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
DECK
Span 1
GoodCurb Rail/Blocks/Posts
GoodDeck to Girder Bolts
GoodHardware
Not ApplicableHand Rails/Walkouts
GoodNails
FairOverall Deck Condition
FairRunning Planks Some of the planks have high rot values, may need repair for industrial haul
UnratedSub Deck None
GoodTies
SUPERSTRUCTURE
Span 1
GoodBracing
GoodDiaphrams
GoodGirders
GoodHardware
Not ApplicableUnder Trussing
CH
AN
NE
LH
AZ
AR
DS
Estimated Present Water Level Depth: Estimated Present Water Level Width:
Estimated High Water Level Clearance:
High Water: Debris:Scour: Aggradation:Ice:
Comment:
No No No No No
1.6
0.2 4.8
# Status Priority Estimate Description
1 $300.00 Brush out bridgeMediumRequired
RE
PA
IRS
# Description
MO
NIT
OR
S
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 14 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001A
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K1117 K1117 -SKUHOST BRANCH 15 2015/06/23
Permanent Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
GE
NE
RA
L Inspector's
Comment:
None of the monitor or repair items have been addressed. The deck now has some planks that will not take
industrial haul.
Replacement of deck planks is required prior to industrial haul. This is a temporary installation and as
mentioned in the last inspection should be rebuild with permanent abutment installation if long term industrial
access is required. Monitor abutments for scour and differential settlement.
PEng's
Comment:
GE
NE
RA
L
Professional Inspection Required? Report Status:No
Replacement Date for full log haul traffic (year): Replacement Date for light vehicle traffic (year): 2017 2019
Current Inspection Load Rating: Design Load GVW (tonnes): 0 Design Vehicle Config.:
Reviewed By Drew Alway on 2/11/2016 12:21:44PM
68
GE
NE
RA
L
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 15 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001A
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K888 K888 SKUHUN-INKIKUN 32 2016/06/26
Permanent Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
Inspector Name:
UTM Zone:
Total Length (metres):
Abutments (Left/Right): (looking downstream)Superstructure
Project File ID #:
KM:
Br.
User km:
Forest District:
Crossing Name: Next Inspection Date:
Concrete Precast
UTM Easting:
# Spans:
Year Superstructure Installed:
Running Surface:Deck Type:
UTM Northing:
Span Length(s) (metres):
Inkukuh Cr 0.81 12.00 2019/06/26
0814 32 Cascades Natural Resource District
Steel I-beam
Timber - Untreated Timber Planks
7.6
10 632404 5592645
Ron Peace 2004
1
Road is known locally as Laura Lakes MRF 11/2013Access:
7.2
ABUTMENTS
GoodBearings
Not ApplicableBracing
GoodBallast Wall Not connected to the superstructure
GoodConcrete Precast
Not ApplicableCorrosion Protection
GoodCaps or Sills
GoodFill
GoodHardware
Not ApplicablePiles or Posts
PoorRiprap Steep and unstable, rock has pinched the creek
Not ApplicableWing Wall
APPROACHES
FairAlignment Oppossing curves at the approaches with the transition over the bridge
0Bridge Ahead Signs Missing
NoBrushing Required
0Delineator Missing Left(approaching structure)
0Delineator Missing Right(approaching structure)
NoneFender Condition
nonePosted Load Rating
GoodRoad Surface
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 16 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001A
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K888 K888 SKUHUN-INKIKUN 32 2016/06/26
Permanent Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
DECK
Span 1
GoodCurb Rail/Blocks/Posts
GoodDeck to Girder Bolts
GoodHardware
Not ApplicableHand Rails/Walkouts
GoodNails
GoodOverall Deck Condition
GoodRunning Planks Recent redeck, very dirty
UnratedSub Deck None
GoodTies
SUPERSTRUCTURE
Span 1
GoodBracing
GoodDiaphrams
GoodGirders
Not ApplicableHardware
Not ApplicableUnder Trussing
CH
AN
NE
LH
AZ
AR
DS
Estimated Present Water Level Depth: Estimated Present Water Level Width:
Estimated High Water Level Clearance:
High Water: Debris:Scour: Aggradation:Ice:
Comment:
No No No No No
2.2
0.2 2.2
# Status Priority Estimate Description
RE
PA
IRS
# Description
1 Monitor oversyeepened and unstable rip rap
MO
NIT
OR
S
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 17 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001A
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K888 K888 SKUHUN-INKIKUN 32 2016/06/26
Permanent Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
GE
NE
RA
L Inspector's
Comment:
Appears to have been recently redecked
RSS drawings requested and file request started.PEng's
Comment:
GE
NE
RA
L
Professional Inspection Required? Report Status:No
Replacement Date for full log haul traffic (year): Replacement Date for light vehicle traffic (year): 2054 2059
Current Inspection Load Rating: Design Load GVW (tonnes): 68 Design Vehicle Config.: L75
Reviewed By Drew Alway on 2/6/2017 11:57:06AM
68
GE
NE
RA
L
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 18 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001C
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K1512 K1512 SKUHUN-CALLING LAKE 2016/06/26
Major Culvert Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
Inlet Cover (mm):
Culvert Length (metres):
UTM Northing:
Opening Width (mm):
Culvert Material:
Outlet Cover (mm):
Gradient (%):
UTM Easting:
Opening Height (mm):
UTM Zone:
Footing Type:
Culvert Type:
Inspector Name:
KM:
Project File ID #:
User km:
Br.
Crossing Name:
Forest District:
Next Inspection Date:Calling lake OverFlow 0.20 14.50 2019/06/26
0814 40 Cascades Natural Resource District
Open Bottom Corrugated Steel
Steel Footing
300 600
3.0
9.8 1,300 2,700
10 634000 5591700
Ron Peace 2007
Road locally known as Laura Lakes. MRF 11/2013Access:
Year Superstructure Installed:
APPROACHES
GoodAlignment
0Bridge Ahead Signs Missing
NoBrushing Required
0Delineator Missing Left(approaching structure)
0Delineator Missing Right(approaching structure)
NoneFender Condition
nonePosted Load Rating
GoodRoad Surface
CULVERT ELEMENT
Not ApplicableBaffles
GoodBolted Connections
Not ApplicableCoupled Connections
GoodCoating
FairEmbedment Materials Erosion along the Lower portion of the footing
GoodFill
Not ApplicableFloor
PoorFooting THe #1 has been scoured but appears to be stable from last inspection
GoodHead Wall
GoodInlet
GoodOutlet
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 19 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001C
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K1512 K1512 SKUHUN-CALLING LAKE 2016/06/26
Major Culvert Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
GoodOverall
GoodRiprap
GoodRoof
GoodSide Walls
Not ApplicableTrash Rack
Not ApplicableWiers/Backwater Structures
GoodWing Wall
CH
AN
NE
LH
AZ
AR
DS
Estimated Present Water Level Depth: Estimated Present Water Level Width:
Estimated High Water Level Clearance:
High Water: Debris:Scour: Aggradation:Ice:
Comment:
No Yes No No No
1.2
0.2 1.2
THe #1 has been scoured but appears to be stable from last inspection
# Status Priority Estimate Description
RE
PA
IRS
# Description
1 The #1 footing has been scoured but appears to be stable from last inspection, continue to monitor
MO
NIT
OR
SG
EN
ER
AL Inspector's
Comment:
Erosion of the footing appears to be unchanged
PEng's
Comment:
GE
NE
RA
L
Professional Inspection Required? Report Status:No
Replacement Date for full log haul traffic (year): Replacement Date for light vehicle traffic (year): 2050
Current Inspection Load Rating: Design Load GVW (tonnes): 63 Design Vehicle Config.:
Reviewed By Drew Alway on 1/10/2017 9:54:35AM
64
GE
NE
RA
L
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 20 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001A
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K424 K424 PLACER MOUNTAIN 2014/08/11
Permanent Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
Inspector Name:
UTM Zone:
Total Length (metres):
Abutments (Left/Right): (looking downstream)Superstructure
Project File ID #:
KM:
Br.
User km:
Forest District:
Crossing Name: Next Inspection Date:
Pile -Permanent Materials
UTM Easting:
# Spans:
Year Superstructure Installed:
Running Surface:Deck Type:
UTM Northing:
Span Length(s) (metres):
Similkameen R 0.41 0.20 2017/08/11
0919 01 Cascades Natural Resource District
Steel I-beam
Concrete Concrete
54.4
10 678016 5451525
M. Hanson & D. Harrison 1997
2
Access:
26.9, 27.5
CH
AN
NE
LH
AZ
AR
DS
Estimated Present Water Level Depth: Estimated Present Water Level Width:
Estimated High Water Level Clearance:
High Water: Debris:Scour: Aggradation:Ice:
Comment:
No No No No No
# Status Priority Estimate Description
1 $15,000.00 Replace all curb rails and risersHighRequired
2 $500.00 Replace bridge ahead sign at right approach.HighRequired
3 $5,000.00 Replace deck joint compression seal at Pier 1MediumRequired
4 $20,000.00 Consider extending steel plate pier diaphragm to mudline during low
flows.
MediumRequired
5 $500.00 Remove rodent nests from abutments.LowRequired
RE
PA
IRS
# Description
MO
NIT
OR
SG
EN
ER
AL Inspector's
Comment:
LT 19/12/14: added repair items from pdf inspection report.
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 21 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001A
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K424 K424 PLACER MOUNTAIN 2014/08/11
Permanent Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
PEng's
Comment:
GE
NE
RA
L
Professional Inspection Required? Report Status:No
Replacement Date for full log haul traffic (year): Replacement Date for light vehicle traffic (year): 2042 2047
Current Inspection Load Rating: Design Load GVW (tonnes): 68 Design Vehicle Config.: L75
Accepted By Lester Thiessen on 12/19/2014 11:44:15PM
68
GE
NE
RA
L
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 22 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001A
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K1309 K1309 PLACER CREEK 2014/08/08
Permanent Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
Inspector Name:
UTM Zone:
Total Length (metres):
Abutments (Left/Right): (looking downstream)Superstructure
Project File ID #:
KM:
Br.
User km:
Forest District:
Crossing Name: Next Inspection Date:
Steel Pipe and Precast Pad
UTM Easting:
# Spans:
Year Superstructure Installed:
Running Surface:Deck Type:
UTM Northing:
Span Length(s) (metres):
Watson Cr 0.45 12.60 2017/08/08
0919 03 Cascades Natural Resource District
Concrete Slab Girders
Concrete Concrete
8.6
10 682899 5449460
Ali Sadeghi 2003
1
Access:
0
ABUTMENTS
GoodBearings
UnratedBracing not visible
GoodBallast Wall
UnratedCorrosion Protection not visible
GoodCaps or Sills concrete cap beam
FairFill fill behind the right abutment at center span appears to be settling, monitor
GoodHardware
GoodPiles or Posts
GoodRiprap
Not ApplicableWing Wall
APPROACHES
FairAlignment
0Bridge Ahead Signs Missing
NoBrushing Required
0Delineator Missing Left(approaching structure)
0Delineator Missing Right(approaching structure)
NoneFender Condition
-Posted Load Rating not posted
GoodRoad Surface
DECK
Span 1
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 23 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001A
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K1309 K1309 PLACER CREEK 2014/08/08
Permanent Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
GoodConcrete Deck
FairCurb Rail/Blocks/Posts timber
GoodDeck Joints joints between slabs not sealed LT: not sealing is a standard detail.
Not ApplicableGrout Pockets
GoodHardware
Not ApplicableHand Rails/Walkouts
FairOverall Deck Condition
FairRunning Surface
SUPERSTRUCTURE
Span 1
Not ApplicableBracing
GoodHardware
GoodWelded/grouted shear connectors welded shear keys
CH
AN
NE
LH
AZ
AR
DS
Estimated Present Water Level Depth: Estimated Present Water Level Width:
Estimated High Water Level Clearance:
High Water: Debris:Scour: Aggradation:Ice:
Comment:
No No No No No
1.6
0.1 2.0
# Status Priority Estimate Description
RE
PA
IRS
# Description
1 it appears the fill behind the structure at center span, on right approach is settling. More fill may be needed.
MO
NIT
OR
SG
EN
ER
AL Inspector's
Comment:
LT (2014/12/17): reviewed. Deleted repair to seal girder joints as this is intentional with welded shear key
connectors.
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 24 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001A
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K1309 K1309 PLACER CREEK 2014/08/08
Permanent Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
PEng's
Comment:
GE
NE
RA
L
Professional Inspection Required? Report Status:No
Replacement Date for full log haul traffic (year): Replacement Date for light vehicle traffic (year): 2050 2053
Current Inspection Load Rating: Design Load GVW (tonnes): 0 Design Vehicle Config.:
Accepted By Lester Thiessen on 12/18/2014 10:40:52AM
68
GE
NE
RA
L
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 25 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001A
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K1310 K1310 PLACER CREEK 2014/08/08
Permanent Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
Inspector Name:
UTM Zone:
Total Length (metres):
Abutments (Left/Right): (looking downstream)Superstructure
Project File ID #:
KM:
Br.
User km:
Forest District:
Crossing Name: Next Inspection Date:
Steel Pipe and Precast Pad
UTM Easting:
# Spans:
Year Superstructure Installed:
Running Surface:Deck Type:
UTM Northing:
Span Length(s) (metres):
Lynx Cr 3.00 15.50 2017/08/08
0919 03 Cascades Natural Resource District
Concrete Slab Girders
Concrete Gravel
9.6
10 682599 5447972
Ali Sadeghi 2003
1
Access:
0
ABUTMENTS
GoodBearings
UnratedBracing not visible
GoodBallast Wall
UnratedCorrosion Protection not visible
GoodCaps or Sills concrete cap beam
GoodFill
GoodHardware
GoodPiles or Posts
GoodRiprap
Not ApplicableWing Wall
APPROACHES
GoodAlignment
0Bridge Ahead Signs Missing
NoBrushing Required
0Delineator Missing Left
installed in the course of inspection(approaching structure)
0Delineator Missing Right
4 Delineators installed(approaching structure)
NoneFender Condition
-Posted Load Rating not posted
GoodRoad Surface
DECK
Span 1
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 26 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001A
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K1310 K1310 PLACER CREEK 2014/08/08
Permanent Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
FairConcrete Deck 5 slabs
FairCurb Rail/Blocks/Posts timber rail, some damage on the upstream left approach, minor
GoodDeck Joints
Not ApplicableGrout Pockets
UnratedGravel Surface no gravel surface
FairHardware
Not ApplicableHand Rails/Walkouts
FairOverall Deck Condition fair bit of debris (gravel) on deck
SUPERSTRUCTURE
Span 1
Not ApplicableBracing
GoodHardware
GoodWelded/grouted shear connectors welded shear keys
CH
AN
NE
LH
AZ
AR
DS
Estimated Present Water Level Depth: Estimated Present Water Level Width:
Estimated High Water Level Clearance:
High Water: Debris:Scour: Aggradation:Ice:
Comment:
No No No No No
1.6
0.2 5.0
# Status Priority Estimate Description
2 $200.00 LT: Clean sand & gravel from deck, install waterbar to prevent gravel from
being carried onto deck.
LowRequired
RE
PA
IRS
# Description
1 Damaged rail LBUS corner.
MO
NIT
OR
SG
EN
ER
AL Inspector's
Comment:
4 Delineators installed
LT (2014/12/17): Added clean sand & gravel from deck, install waterbar on approach to prevent gravel from
being carried onto deck.
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 27 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001A
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K1310 K1310 PLACER CREEK 2014/08/08
Permanent Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
PEng's
Comment:
GE
NE
RA
L
Professional Inspection Required? Report Status:No
Replacement Date for full log haul traffic (year): Replacement Date for light vehicle traffic (year): 2050 2053
Current Inspection Load Rating: Design Load GVW (tonnes): 68 Design Vehicle Config.: L75
Accepted By Lester Thiessen on 12/19/2014 11:17:47PM
68
GE
NE
RA
L
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 28 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001A
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K520 K520 HURLEY RIVER NORTH 2015/06/18
Permanent Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
Inspector Name:
UTM Zone:
Total Length (metres):
Abutments (Left/Right): (looking downstream)Superstructure
Project File ID #:
KM:
Br.
User km:
Forest District:
Crossing Name: Next Inspection Date:
Pile -Permanent Materials
UTM Easting:
# Spans:
Year Superstructure Installed:
Running Surface:Deck Type:
UTM Northing:
Span Length(s) (metres):
Bridge R 0.00 0.60 2018/06/18
10194 01 Cascades Natural Resource District
Concrete I/T Beam
Concrete Composite Gravel
38.2
10 510725 5632525
Ron Peace 1987
1
Access:
37.8
ABUTMENTS
GoodBearings
Not ApplicableBracing
GoodBallast Wall
Not ApplicableCorrosion Protection
GoodCaps or Sills
FairFill Continues to ravel toward creek
GoodHardware
GoodPiles or Posts
FairRiprap
Not ApplicableWing Wall
APPROACHES
GoodAlignment
0Bridge Ahead Signs Missing
NoBrushing Required
0Delineator Missing Left(approaching structure)
0Delineator Missing Right(approaching structure)
GoodFender Condition
GoodRoad Surface
DECK
Span 1
GoodConcrete Deck
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 29 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001A
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K520 K520 HURLEY RIVER NORTH 2015/06/18
Permanent Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
FairCurb Rail/Blocks/Posts Some have significant rot, but do not require replacement at this time
GoodDeck Joints
GoodGrout Pockets
UnratedGravel Surface None
GoodHardware
Not ApplicableHand Rails/Walkouts
GoodOverall Deck Condition
SUPERSTRUCTURE
Span 1
GoodBracing
GoodHardware
GoodWelded/grouted shear connectors
CH
AN
NE
LH
AZ
AR
DS
Estimated Present Water Level Depth: Estimated Present Water Level Width:
Estimated High Water Level Clearance:
High Water: Debris:Scour: Aggradation:Ice:
Comment:
No Yes No No No
2.8
2.0 27.0
Water was high no indication of increased erosion.
# Status Priority Estimate Description
RE
PA
IRS
# Description
MO
NIT
OR
SG
EN
ER
AL Inspector's
Comment:
Reviewed monitor items all observable comments appear stable, however the water was to high to comment
on erosion and crib failure. Ground inspection only.
Note their are a number of complex concrete repairs that are outstanding for this structure. These will require a
qualified contractor and a PEng. certification of repair completion.
PEng's
Comment:
GE
NE
RA
L
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 30 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001A
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K520 K520 HURLEY RIVER NORTH 2015/06/18
Permanent Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
Professional Inspection Required? Report Status:No
Replacement Date for full log haul traffic (year): Replacement Date for light vehicle traffic (year): 2047 2047
Current Inspection Load Rating: Design Load GVW (tonnes): 68 Design Vehicle Config.: L75
Reviewed By Drew Alway on 2/12/2016 3:08:44PM
68
GE
NE
RA
L
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 31 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001A
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K617 K617 HURLEY RIVER NORTH 2015/06/18
Permanent Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
Inspector Name:
UTM Zone:
Total Length (metres):
Abutments (Left/Right): (looking downstream)Superstructure
Project File ID #:
KM:
Br.
User km:
Forest District:
Crossing Name: Next Inspection Date:
Steel Pipe and Precast Pad
UTM Easting:
# Spans:
Year Superstructure Installed:
Running Surface:Deck Type:
UTM Northing:
Span Length(s) (metres):
Nine Mile Cr 13.87 14.60 2018/06/18
10194 01 Cascades Natural Resource District
Steel I-beam
Concrete Composite Concrete
33.5
10 504737 5621711
Ron Peace 1998
1
Access:
0
ABUTMENTS
GoodBearings
GoodBracing
GoodBallast Wall
GoodCorrosion Protection
GoodCaps or Sills
GoodFill
GoodHardware
GoodPiles or Posts
Not ApplicableRiprap
Not ApplicableWing Wall
APPROACHES
GoodAlignment
0Bridge Ahead Signs Missing
YesBrushing Required
0Delineator Missing Left(approaching structure)
0Delineator Missing Right(approaching structure)
GoodFender Condition
GoodRoad Surface
DECK
Span 1
GoodConcrete Deck
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 32 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001A
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K617 K617 HURLEY RIVER NORTH 2015/06/18
Permanent Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
FairCurb Rail/Blocks/Posts One section failed, see photo
GoodDeck Joints
GoodGrout Pockets
GoodHardware
Not ApplicableHand Rails/Walkouts
GoodOverall Deck Condition
GoodRunning Surface
SUPERSTRUCTURE
Span 1
GoodBracing
GoodDiaphrams
GoodGirders
GoodHardware
Not ApplicableUnder Trussing
CH
AN
NE
LH
AZ
AR
DS
Estimated Present Water Level Depth: Estimated Present Water Level Width:
Estimated High Water Level Clearance:
High Water: Debris:Scour: Aggradation:Ice:
Comment:
No No No No No
8.9
1.5 3.0
# Status Priority Estimate Description
1 $200.00 Brush out bridgeMediumRequired
2 $300.00 Replace failed riser at the #2 approach upstream side. requires 1-
24"x10x10" block
HighRequiredRE
PA
IRS
# Description
1 Monitor wing and bulkheads for rot
2 Curb and riser rotMO
NIT
OR
SG
EN
ER
AL Inspector's
Comment:
Ground inspection only
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 33 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001A
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K617 K617 HURLEY RIVER NORTH 2015/06/18
Permanent Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
PEng's
Comment:
GE
NE
RA
L
Professional Inspection Required? Report Status:No
Replacement Date for full log haul traffic (year): Replacement Date for light vehicle traffic (year): 2045 2050
Current Inspection Load Rating: Design Load GVW (tonnes): 68 Design Vehicle Config.: L75
Reviewed By Drew Alway on 2/15/2016 11:29:26AM
68
GE
NE
RA
L
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 34 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001A
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K522 K522 HURLEY RIVER NORTH 2015/06/18
Permanent Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
Inspector Name:
UTM Zone:
Total Length (metres):
Abutments (Left/Right): (looking downstream)Superstructure
Project File ID #:
KM:
Br.
User km:
Forest District:
Crossing Name: Next Inspection Date:
Pile -Permanent Materials
UTM Easting:
# Spans:
Year Superstructure Installed:
Running Surface:Deck Type:
UTM Northing:
Span Length(s) (metres):
Hurley R 15.84 16.50 2018/06/18
10194 01 Cascades Natural Resource District
Steel I-beam
Timber - Untreated Timber Planks
27.5
10 504120 5619881
Ron Peace 1982
1
Access:
0
ABUTMENTS
FairBearings No pads metal to metal
GoodBracing
FairBallast Wall Extensive Rot
Not ApplicableCorrosion Protection
GoodCaps or Sills
GoodFill
Not ApplicableHardware
GoodPiles or Posts
GoodRiprap
PoorWing Wall Extensive rot some planks failing
APPROACHES
GoodAlignment
0Bridge Ahead Signs Missing
NoBrushing Required
1Delineator Missing Left(approaching structure)
0Delineator Missing Right(approaching structure)
NoneFender Condition
PoorRoad Surface Surface water off the #1 approach has been ditched onto the bridge eroding fill at
the downstream corner
DECK
Span 1
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 35 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001A
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K522 K522 HURLEY RIVER NORTH 2015/06/18
Permanent Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
GoodCurb Rail/Blocks/Posts
GoodDeck to Girder Bolts
Not ApplicableHardware
Not ApplicableHand Rails/Walkouts
FairNails
FairOverall Deck Condition
PoorRunning Planks Rotten and worn see photo. requires repair
FairSub Deck
FairTies only 4x4" timber
SUPERSTRUCTURE
Span 1
Not ApplicableBracing
GoodDiaphrams
GoodGirders
Not ApplicableHardware
Not ApplicableUnder Trussing
CH
AN
NE
LH
AZ
AR
DS
Estimated Present Water Level Depth: Estimated Present Water Level Width:
Estimated High Water Level Clearance:
High Water: Debris:Scour: Aggradation:Ice:
Comment:
No No No No No
2.4
2.0 26.0
# Status Priority Estimate Description
1 $200.00 Surface water off the #1 approach has been ditched onto the bridge
eroding fill at the downstream corner. Grader could redirect water.
MediumRequired
2 $5,500.00 Leaving outside planks iin place and replacing only the 8 runs of 3x12"
the bridge is approximarely 90 ft long so 2160 Bf is needed
HighRequired
RE
PA
IRS
# Description
1 Monitor Ballast and wing wall rot
MO
NIT
OR
S
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 36 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001A
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K522 K522 HURLEY RIVER NORTH 2015/06/18
Permanent Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
GE
NE
RA
L Inspector's
Comment:
The deck needs repair, the outer planks could be left in place. Ground inspection only.
PEng's
Comment:
GE
NE
RA
L
Professional Inspection Required? Report Status:No
Replacement Date for full log haul traffic (year): Replacement Date for light vehicle traffic (year): 2032 2032
Current Inspection Load Rating: Design Load GVW (tonnes): 45 Design Vehicle Config.: L45
Reviewed By Drew Alway on 2/12/2016 4:17:54PM
64
GE
NE
RA
L
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 37 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001A
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K1000 K1000 HURLEY RIVER NORTH 2015/06/18
Permanent Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
Inspector Name:
UTM Zone:
Total Length (metres):
Abutments (Left/Right): (looking downstream)Superstructure
Project File ID #:
KM:
Br.
User km:
Forest District:
Crossing Name: Next Inspection Date:
Concrete Precast
UTM Easting:
# Spans:
Year Superstructure Installed:
Running Surface:Deck Type:
UTM Northing:
Span Length(s) (metres):
Waterfalls Cr 16.61 17.50 2018/06/18
10194 01 Cascades Natural Resource District
Steel I-beam
Concrete Concrete
15.0
10 503881 5619212
Ron Peace 1997
1
Transferred to MOTI, as road was originally under their tenure. DA
Transferred back to FLNRO. MRF 09/14
Access:
0
ABUTMENTS
GoodBearings
GoodBracing
GoodBallast Wall
GoodConcrete Precast
Not ApplicableCorrosion Protection
GoodCaps or Sills
GoodFill
GoodHardware
GoodPiles or Posts
GoodRiprap
Not ApplicableWing Wall
APPROACHES
GoodAlignment
0Bridge Ahead Signs Missing
NoBrushing Required
0Delineator Missing Left(approaching structure)
0Delineator Missing Right(approaching structure)
GoodFender Condition
GoodRoad Surface
DECK
Span 1
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 38 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001A
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K1000 K1000 HURLEY RIVER NORTH 2015/06/18
Permanent Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
GoodConcrete Deck
GoodCurb Rail/Blocks/Posts
GoodDeck Joints
GoodGrout Pockets
GoodHardware
Not ApplicableHand Rails/Walkouts
GoodOverall Deck Condition
GoodRunning Surface
SUPERSTRUCTURE
Span 1
GoodBracing
GoodDiaphrams
GoodGirders
Not ApplicableHardware
Not ApplicableUnder Trussing
CH
AN
NE
LH
AZ
AR
DS
Estimated Present Water Level Depth: Estimated Present Water Level Width:
Estimated High Water Level Clearance:
High Water: Debris:Scour: Aggradation:Ice:
Comment:
No No No No No
3.0
0.3 5.0
# Status Priority Estimate Description
RE
PA
IRS
# Description
MO
NIT
OR
SG
EN
ER
AL Inspector's
Comment:
No tag on this structure
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 39 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001A
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K1000 K1000 HURLEY RIVER NORTH 2015/06/18
Permanent Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
PEng's
Comment:
GE
NE
RA
L
Professional Inspection Required? Report Status:No
Replacement Date for full log haul traffic (year): Replacement Date for light vehicle traffic (year): 2060 2065
Current Inspection Load Rating: Design Load GVW (tonnes): 0 Design Vehicle Config.:
Reviewed By Drew Alway on 2/11/2016 11:04:39AM
68
GE
NE
RA
L
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 40 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001A
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K1002 K1002 HURLEY RIVER NORTH 2015/06/18
Permanent Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
Inspector Name:
UTM Zone:
Total Length (metres):
Abutments (Left/Right): (looking downstream)Superstructure
Project File ID #:
KM:
Br.
User km:
Forest District:
Crossing Name: Next Inspection Date:
Steel Pipe and Precast Pad
UTM Easting:
# Spans:
Year Superstructure Installed:
Running Surface:Deck Type:
UTM Northing:
Span Length(s) (metres):
Unnamed 19.52 20.50 2018/06/18
10194 01 Cascades Natural Resource District
Concrete Slab Girders
Concrete Concrete
11.6
10 502710 5616786
Ron Peace 2002
1
Transferred back to MOTI, as road was originally under Hwys tenure. DA april 2011.
Transferred back to FLNRO. MRF 09/14
Access:
0
ABUTMENTS
GoodBearings
Not ApplicableBracing
UnratedBallast Wall None
Not ApplicableCorrosion Protection
GoodCaps or Sills
GoodFill
Not ApplicableHardware
Not ApplicablePiles or Posts
GoodRiprap
Not ApplicableWing Wall
APPROACHES
GoodAlignment
0Bridge Ahead Signs Missing
NoBrushing Required
0Delineator Missing Left(approaching structure)
0Delineator Missing Right(approaching structure)
GoodFender Condition
GoodRoad Surface
DECK
Span 1
GoodConcrete Deck
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 41 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001A
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K1002 K1002 HURLEY RIVER NORTH 2015/06/18
Permanent Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
GoodCurb Rail/Blocks/Posts
GoodDeck Joints
Not ApplicableGrout Pockets
GoodHardware
Not ApplicableHand Rails/Walkouts
GoodOverall Deck Condition
GoodRunning Surface
SUPERSTRUCTURE
Span 1
Not ApplicableBracing
Not ApplicableHardware
GoodWelded/grouted shear connectors
CH
AN
NE
LH
AZ
AR
DS
Estimated Present Water Level Depth: Estimated Present Water Level Width:
Estimated High Water Level Clearance:
High Water: Debris:Scour: Aggradation:Ice:
Comment:
No No No No No
1.4
0.3 5.0
# Status Priority Estimate Description
RE
PA
IRS
# Description
MO
NIT
OR
SG
EN
ER
AL Inspector's
Comment:
Bridge has no tag
PEng's
Comment:
GE
NE
RA
L
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 42 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001A
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K1002 K1002 HURLEY RIVER NORTH 2015/06/18
Permanent Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
Professional Inspection Required? Report Status:No
Replacement Date for full log haul traffic (year): Replacement Date for light vehicle traffic (year): 2045 2050
Current Inspection Load Rating: Design Load GVW (tonnes): 0 Design Vehicle Config.:
Reviewed By Drew Alway on 2/11/2016 11:06:12AM
68
GE
NE
RA
L
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 43 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001A
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K524 K524 HURLEY RIVER NORTH 2015/06/18
Permanent Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
Inspector Name:
UTM Zone:
Total Length (metres):
Abutments (Left/Right): (looking downstream)Superstructure
Project File ID #:
KM:
Br.
User km:
Forest District:
Crossing Name: Next Inspection Date:
Steel Pipe and Precast Pad
UTM Easting:
# Spans:
Year Superstructure Installed:
Running Surface:Deck Type:
UTM Northing:
Span Length(s) (metres):
Hope Cr 22.45 23.30 2018/06/18
10194 01 Cascades Natural Resource District
Steel I-beam
Concrete Concrete
24.4
10 501591 5614179
Ron Peace 1998
1
Structure was transferred back to MOTI, as FSR was under original tenure of Hwys. 2011
Transferred back to FLNRO. MRF 09/14
Access:
0
ABUTMENTS
GoodBearings
GoodBracing
GoodBallast Wall
GoodCorrosion Protection
GoodCaps or Sills
GoodFill
GoodHardware
GoodPiles or Posts
GoodRiprap
Not ApplicableWing Wall
APPROACHES
GoodAlignment
0Bridge Ahead Signs Missing
NoBrushing Required
0Delineator Missing Left(approaching structure)
0Delineator Missing Right(approaching structure)
GoodFender Condition
GoodRoad Surface
DECK
Span 1
GoodConcrete Deck
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 44 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001A
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K524 K524 HURLEY RIVER NORTH 2015/06/18
Permanent Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
GoodCurb Rail/Blocks/Posts
GoodDeck Joints
GoodGrout Pockets
GoodHardware
Not ApplicableHand Rails/Walkouts
GoodOverall Deck Condition
GoodRunning Surface
SUPERSTRUCTURE
Span 1
GoodBracing
GoodDiaphrams
GoodGirders
GoodHardware
Not ApplicableUnder Trussing
CH
AN
NE
LH
AZ
AR
DS
Estimated Present Water Level Depth: Estimated Present Water Level Width:
Estimated High Water Level Clearance:
High Water: Debris:Scour: Aggradation:Ice:
Comment:
No No No No No
2.0
0.5 10.7
# Status Priority Estimate Description
RE
PA
IRS
# Description
MO
NIT
OR
SG
EN
ER
AL Inspector's
Comment:
No tag on this structure, likely due to new curbs
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 45 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001A
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K524 K524 HURLEY RIVER NORTH 2015/06/18
Permanent Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
PEng's
Comment:
GE
NE
RA
L
Professional Inspection Required? Report Status:No
Replacement Date for full log haul traffic (year): Replacement Date for light vehicle traffic (year): 2045 2050
Current Inspection Load Rating: Design Load GVW (tonnes): 68 Design Vehicle Config.: L75
Reviewed By Drew Alway on 2/12/2016 4:24:14PM
68
GE
NE
RA
L
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 46 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001A
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K525 K525 HURLEY RIVER NORTH 2015/06/18
Permanent Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
Inspector Name:
UTM Zone:
Total Length (metres):
Abutments (Left/Right): (looking downstream)Superstructure
Project File ID #:
KM:
Br.
User km:
Forest District:
Crossing Name: Next Inspection Date:
Concrete Lock Blocks
UTM Easting:
# Spans:
Year Superstructure Installed:
Running Surface:Deck Type:
UTM Northing:
Span Length(s) (metres):
Unnamed 28.02 28.80 2018/06/18
10194 01 Cascades Natural Resource District
Concrete Slab Girders
Concrete Concrete
6.0
10 497655 5610618
Ron Peace 1988
1
Section of FSR transferred back to MOTI, as Hwys had original tenure. 2011. DA.
Transferred back to FLNRO. MRF 09/14
Access:
0
ABUTMENTS
GoodBearings
Not ApplicableBracing
UnratedBallast Wall None
GoodConcrete Lock Blocks
Not ApplicableCorrosion Protection
GoodCaps or Sills
GoodFill
Not ApplicableHardware
Not ApplicablePiles or Posts
FairRiprap
Not ApplicableWing Wall
APPROACHES
GoodAlignment
0Bridge Ahead Signs Missing
NoBrushing Required
0Delineator Missing Left(approaching structure)
0Delineator Missing Right(approaching structure)
FairFender Condition One section @ the #2 approach upstream side has fallen over (see photo) likely not
an issue
GoodRoad Surface
DECK
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 47 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001A
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K525 K525 HURLEY RIVER NORTH 2015/06/18
Permanent Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
Span 1
GoodConcrete Deck
FairCurb Rail/Blocks/Posts Some impact damage @ #2 dowstream side, still functional
GoodDeck Joints
Not ApplicableGrout Pockets
GoodHardware
Not ApplicableHand Rails/Walkouts
GoodOverall Deck Condition
GoodRunning Surface
SUPERSTRUCTURE
Span 1
Not ApplicableBracing
Not ApplicableHardware
Not ApplicableWelded/grouted shear connectors
CH
AN
NE
LH
AZ
AR
DS
Estimated Present Water Level Depth: Estimated Present Water Level Width:
Estimated High Water Level Clearance:
High Water: Debris:Scour: Aggradation:Ice:
Comment:
No No No No No
0.8
0.2 2.7
# Status Priority Estimate Description
RE
PA
IRS
# Description
MO
NIT
OR
SG
EN
ER
AL Inspector's
Comment:
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 48 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001A
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K525 K525 HURLEY RIVER NORTH 2015/06/18
Permanent Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
PEng's
Comment:
GE
NE
RA
L
Professional Inspection Required? Report Status:No
Replacement Date for full log haul traffic (year): Replacement Date for light vehicle traffic (year): 2038 2038
Current Inspection Load Rating: Design Load GVW (tonnes): 68 Design Vehicle Config.: L75
Reviewed By Drew Alway on 2/12/2016 4:30:43PM
68
GE
NE
RA
L
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 49 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001B
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K1021 K1021 HURLEY RIVER SOUTH 2011/10/19
Log Stringer Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
Inspector Name:
UTM Zone:
Total Length (metres):
Abutments (Left/Right): (looking downstream)Superstructure
Project File ID #:
KM:
Br.
User km:
Forest District:
Crossing Name: Next Inspection Date:
Crib, Log or Untreated Timber
UTM Easting:
# Spans:
Year Superstructure Installed:
Running Surface:Deck Type:
UTM Northing:
Span Length(s) (metres):
Unnamed 0.01 5.10 2013/10/19
10194 04 Cascades Natural Resource District
Steel I-beam
Timber - Untreated Timber Planks
15.2
10 494039 5611504
Shane Stockwell 1970
1
no vehicular access, quick heli access inspections.Access:
0
CH
AN
NE
LH
AZ
AR
DS
Estimated Present Water Level Depth: Estimated Present Water Level Width:
Estimated High Water Level Clearance:
High Water: Debris:Scour: Aggradation:Ice:
Comment:
No No No No No
0.0
# Status Priority Estimate Description
RE
PA
IRS
# Description
MO
NIT
OR
SG
EN
ER
AL Inspector's
Comment:
Refer to Inspection Comments for historical PEng CommentsPEng's
Comment:
GE
NE
RA
L
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 50 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001B
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K1021 K1021 HURLEY RIVER SOUTH 2011/10/19
Log Stringer Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
Professional Inspection Required? Report Status:No
Replacement Date for full log haul traffic (year): Replacement Date for light vehicle traffic (year): 2020 2025
Current Inspection Load Rating: Design Load GVW (tonnes): 0 Design Vehicle Config.:
Accepted By Drew Alway on 1/28/2014 12:00:00AM
68
GE
NE
RA
L
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 51 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001B
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K535 K535 HURLEY RVR-SOUTH 2011/10/19
Log Stringer Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
Inspector Name:
UTM Zone:
Total Length (metres):
Abutments (Left/Right): (looking downstream)Superstructure
Project File ID #:
KM:
Br.
User km:
Forest District:
Crossing Name: Next Inspection Date:
Sill -Temporary Materials
UTM Easting:
# Spans:
Year Superstructure Installed:
Running Surface:Deck Type:
UTM Northing:
Span Length(s) (metres):
Hurley R 0.50 4.30 2013/10/19
10194 05 Cascades Natural Resource District
Steel I-beam
Timber - Untreated Timber Planks
15.6
10 494746 5612409
Shane Stockwell 1980
1
Access:
0
CH
AN
NE
LH
AZ
AR
DS
Estimated Present Water Level Depth: Estimated Present Water Level Width:
Estimated High Water Level Clearance:
High Water: Debris:Scour: Aggradation:Ice:
Comment:
No No No No No
0.0
# Status Priority Estimate Description
RE
PA
IRS
# Description
MO
NIT
OR
SG
EN
ER
AL Inspector's
Comment:
Refer to Inspection Comments for historical PEng CommentsPEng's
Comment:
GE
NE
RA
L
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 52 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001B
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K535 K535 HURLEY RVR-SOUTH 2011/10/19
Log Stringer Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
Professional Inspection Required? Report Status:No
Replacement Date for full log haul traffic (year): Replacement Date for light vehicle traffic (year): 2030 2035
Current Inspection Load Rating: Design Load GVW (tonnes): 0 Design Vehicle Config.:
Accepted By Drew Alway on 1/28/2014 12:00:00AM
68
GE
NE
RA
L
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 53 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001A
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K1346 K1346 PARADISE LAKE 2015/06/13
Permanent Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
Inspector Name:
UTM Zone:
Total Length (metres):
Abutments (Left/Right): (looking downstream)Superstructure
Project File ID #:
KM:
Br.
User km:
Forest District:
Crossing Name: Next Inspection Date:
Concrete Lock Blocks
UTM Easting:
# Spans:
Year Superstructure Installed:
Running Surface:Deck Type:
UTM Northing:
Span Length(s) (metres):
Quilchena Cr 12.33 16.50 2018/06/13
10202 01 Cascades Natural Resource District
Steel I-beam
Timber - Treated Timber Planks
15.0
10 691941 5539960
Ron Peace 2005
1
The Quilchena Bridge K1346 is accessed from the Elkhart interchange up to Paradise Km 16.5, a sharp left turn at the base of
the hill just before the washout thence 1.8 km back along the base of the hill on the new road.
Access:
0
ABUTMENTS
GoodBearings
Not ApplicableBracing
GoodBallast Wall
GoodConcrete Lock Blocks
GoodCorrosion Protection
GoodCaps or Sills Treated no significant rot
FairFill
GoodHardware
Not ApplicablePiles or Posts
GoodRiprap
Not ApplicableWing Wall `
APPROACHES
GoodAlignment Road ends just beyond the bridge
1Bridge Ahead Signs Missing Sign is missing on the High chain end
YesBrushing Required Brush out #1 end of bridge
0Delineator Missing Left(approaching structure)
0Delineator Missing Right(approaching structure)
NoneFender Condition
GoodRoad Surface
DECK
Span 1
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 54 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001A
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K1346 K1346 PARADISE LAKE 2015/06/13
Permanent Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
GoodCurb Rail/Blocks/Posts
GoodDeck to Girder Bolts
GoodHardware
Not ApplicableHand Rails/Walkouts
GoodNails
GoodOverall Deck Condition
GoodRunning Planks
GoodSub Deck
GoodTies
SUPERSTRUCTURE
Span 1
GoodBracing
GoodDiaphrams
GoodGirders
Not ApplicableHardware
Not ApplicableUnder Trussing
CH
AN
NE
LH
AZ
AR
DS
Estimated Present Water Level Depth: Estimated Present Water Level Width:
Estimated High Water Level Clearance:
High Water: Debris:Scour: Aggradation:Ice:
Comment:
No No No No No
0.2 1.3
# Status Priority Estimate Description
RE
PA
IRS
# Description
MO
NIT
OR
SG
EN
ER
AL Inspector's
Comment:
The Road ends just beyond the bridge. There is no bridge ahead sign on that side. The bridge has an incorrect
Tag K1343.
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 55 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001A
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K1346 K1346 PARADISE LAKE 2015/06/13
Permanent Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
PEng's
Comment:
GE
NE
RA
L
Professional Inspection Required? Report Status:No
Replacement Date for full log haul traffic (year): Replacement Date for light vehicle traffic (year): 2045 2050
Current Inspection Load Rating: Design Load GVW (tonnes): 68 Design Vehicle Config.: L75
Reviewed By Drew Alway on 2/11/2016 1:04:18PM
68
GE
NE
RA
L
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 56 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001A
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K1492 K1492 TEPEE LAKES BR 01 2016/07/09
Permanent Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
Inspector Name:
UTM Zone:
Total Length (metres):
Abutments (Left/Right): (looking downstream)Superstructure
Project File ID #:
KM:
Br.
User km:
Forest District:
Crossing Name: Next Inspection Date:
Steel Pipe and Precast Pad
UTM Easting:
# Spans:
Year Superstructure Installed:
Running Surface:Deck Type:
UTM Northing:
Span Length(s) (metres):
Tepee Cr 7.80 1.00 2019/07/09
10334 01 Cascades Natural Resource District
Steel I-beam
Timber - Untreated - Panels Timber Planks
17.0
10 700930 5515883
Ron Peace 2009
1
Access:
16.3
ABUTMENTS
GoodBearings
Not ApplicableBracing
GoodBallast Wall
GoodCorrosion Protection
GoodCaps or Sills
GoodFill
GoodHardware
GoodPiles or Posts
GoodRiprap
Not ApplicableWing Wall
APPROACHES
FairAlignment Surface water is running off both approaches onto the bridge
2Bridge Ahead Signs Missing Both missing
NoBrushing Required
0Delineator Missing Left(approaching structure)
0Delineator Missing Right(approaching structure)
GoodFender Condition
nonePosted Load Rating
FairRoad Surface Settled at the #1 approach
DECK
Span 1
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 57 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001A
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K1492 K1492 TEPEE LAKES BR 01 2016/07/09
Permanent Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
GoodCurb Rail/Blocks/Posts
PoorDeck to Girder Bolts Only 1/2" lags used, no washers and some loose.
GoodHardware
Not ApplicableHand Rails/Walkouts
GoodNails
FairOverall Deck Condition
FairRunning Planks Dirty and some wear
GoodSub Deck
GoodTies
SUPERSTRUCTURE
Span 1
GoodBracing
GoodDiaphrams
GoodGirders
Not ApplicableHardware
Not ApplicableUnder Trussing
CH
AN
NE
LH
AZ
AR
DS
Estimated Present Water Level Depth: Estimated Present Water Level Width:
Estimated High Water Level Clearance:
High Water: Debris:Scour: Aggradation:Ice:
Comment:
No No No No No
1.5
0.2 1.1
# Status Priority Estimate Description
1 $1,000.00 Grade or waterbar approaches to remove surface water from bridgeHighRequired
2 $1,000.00 Remove lags and install larger lags with washers. some of existing are
loose
HighRequiredRE
PA
IRS
# Description
MO
NIT
OR
S
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 58 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001A
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K1492 K1492 TEPEE LAKES BR 01 2016/07/09
Permanent Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
GE
NE
RA
L Inspector's
Comment:
There appear to have been previous inspections. Only 1/2 lags used to connect deck without washers and
some are loose.
road approach works and lag tightening and installation for missing top flange to tie connections to be installed.
Utilize tie clips if holes in flange due not line up with ties above.
PEng's
Comment:
GE
NE
RA
L
Professional Inspection Required? Report Status:No
Replacement Date for full log haul traffic (year): Replacement Date for light vehicle traffic (year): 2059
Current Inspection Load Rating: Design Load GVW (tonnes): 68 Design Vehicle Config.: L75
Reviewed By Drew Alway on 12/6/2016 2:43:46PM
68
GE
NE
RA
L
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 59 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001C
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K671 K671 THYNNE-LOWER MCPHAIL 2016/06/27
Major Culvert Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
Inlet Cover (mm):
Culvert Length (metres):
UTM Northing:
Opening Width (mm):
Culvert Material:
Outlet Cover (mm):
Gradient (%):
UTM Easting:
Opening Height (mm):
UTM Zone:
Footing Type:
Culvert Type:
Inspector Name:
KM:
Project File ID #:
User km:
Br.
Crossing Name:
Forest District:
Next Inspection Date:McPhail Cr 7.59 6.70 2019/06/27
1045 02 Cascades Natural Resource District
Round Corrugated Steel
1,300 1,200
0.0
18.0 3,000 3,000
10 652621 5510375
Ron Peace 1993
Lower McPhail road junction around 5-6 km off main.Access:
Year Superstructure Installed:
APPROACHES
FairAlignment Tight corner
0Bridge Ahead Signs Missing Not required
YesBrushing Required The outlet is very overgrown and debris is collecting at the outlet
0Delineator Missing Left(approaching structure)
0Delineator Missing Right(approaching structure)
NoneFender Condition
nonePosted Load Rating
GoodRoad Surface
CULVERT ELEMENT
Not ApplicableBaffles
Not ApplicableBolted Connections
GoodCoupled Connections No access
PoorCoating Rusty
Not ApplicableEmbedment Materials
FairFill Very steep at the outlet and a slump has occured at the #1 downstream side
PoorFloor Rusted out the full length of the culvert
Not ApplicableFooting
PoorHead Wall Oversteepened slumped on the downstream side
FairInlet Debris was collecting, cleared at inspection
PoorOutlet Very grown in debris collecting
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 60 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001C
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K671 K671 THYNNE-LOWER MCPHAIL 2016/06/27
Major Culvert Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
PoorOverall Much of the flow is beneath the culvert now that the bottom is rusted through
PoorRiprap Oversteepened and not much placed at the inlet
PoorRoof Irregular
FairSide Walls Irregular
Not ApplicableTrash Rack
Not ApplicableWiers/Backwater Structures
FairWing Wall Steep
CH
AN
NE
LH
AZ
AR
DS
Estimated Present Water Level Depth: Estimated Present Water Level Width:
Estimated High Water Level Clearance:
High Water: Debris:Scour: Aggradation:Ice:
Comment:
No Yes No Yes Yes
0.6
0.1 0.5
The culvert invert is rusted through and materials are being scoured out under the culvert. Lots of woody debris
collecting at the outlet.
# Status Priority Estimate Description
1 $35,000.00 Replace culvertHighRequired
2 $600.00 Clear debris from inlet and outletHighRequiredRE
PA
IRS
# Description
1 Monitor culvert for failure
2 Monitor debris collecting at this site
3 Monitor downstream fill failure
MO
NIT
OR
SG
EN
ER
AL Inspector's
Comment:
This culvert is in very poor condition, the culvert invert is rusted through the entire length. Consider for
replacement
The creek is partially flowing under the culvert.
I'll leave the load rating as 63.7 GVW, but users should plan for this replacement. Note I would verify this site is
fish bearing or not as the GA replacement design may require an open bottomed structure. Leave the FLHRD
to 2019, giving users time to complete the GA design and make plans for replacement
PEng's
Comment:
GE
NE
RA
L
Professional Inspection Required? Report Status:Yes
Replacement Date for full log haul traffic (year): Replacement Date for light vehicle traffic (year): 2019 2024
Current Inspection Load Rating: Design Load GVW (tonnes): 0 Design Vehicle Config.:
Reviewed By Drew Alway on 1/25/2017 1:54:03PM
64
GE
NE
RA
L
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 61 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001C
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K1495 K1495 DUFFEY LAKE 2015/06/22
Major Culvert Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
Inlet Cover (mm):
Culvert Length (metres):
UTM Northing:
Opening Width (mm):
Culvert Material:
Outlet Cover (mm):
Gradient (%):
UTM Easting:
Opening Height (mm):
UTM Zone:
Footing Type:
Culvert Type:
Inspector Name:
KM:
Project File ID #:
User km:
Br.
Crossing Name:
Forest District:
Next Inspection Date:Unamed 0.30 0.30 2017/06/22
10583 02 Cascades Natural Resource District
Round Corrugated Steel
800 800
12.0 600 600
10 553517 5587485
Ron Peace 2009
BCTS to construct 09.Access:
Year Superstructure Installed:
APPROACHES
FairAlignment
0Bridge Ahead Signs Missing
NoBrushing Required
0Delineator Missing Left(approaching structure)
0Delineator Missing Right(approaching structure)
NoneFender Condition
FairRoad Surface
CULVERT ELEMENT
Not ApplicableBaffles
Not ApplicableBolted Connections
Not ApplicableCoupled Connections
GoodCoating
Not ApplicableEmbedment Materials
PoorFill Some erosion when flows exceeded culverts capasity
GoodFloor
Not ApplicableFooting
PoorHead Wall Low
PoorInlet one has damaged inlet and one is partially plugged with a large rock just inside
culvert
GoodOutlet
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 62 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001C
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K1495 K1495 DUFFEY LAKE 2015/06/22
Major Culvert Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
PoorOverall Under capasity and insuficiant daimeter
FairRiprap
GoodRoof
GoodSide Walls
Not ApplicableTrash Rack
Not ApplicableWiers/Backwater Structures
FairWing Wall
CH
AN
NE
LH
AZ
AR
DS
Estimated Present Water Level Depth: Estimated Present Water Level Width:
Estimated High Water Level Clearance:
High Water: Debris:Scour: Aggradation:Ice:
Comment:
Yes Yes Yes Yes Yes
0.0
0.1 10.0
Chance of failure from any of the hazards high.
# Status Priority Estimate Description
1 $2,000.00 Remove rock from #3 culvertHighRequired
RE
PA
IRS
# Description
1 Monitor closely for plugging. spent 1 hour clearing culvert at inspection
MO
NIT
OR
SG
EN
ER
AL Inspector's
Comment:
Only 600 mm. x3 culverts materials fushed down creek are larger than diameter of culvert. One has a large
rock embeded inside (first #2 approach) Cleared all culverts except the one with the rock. This site will likely
blow out at high water if not before.
These culverts were only designed for a q2 event. Therefor they do need to be cleaned annually. If not then they
should be deactivated.
PEng's
Comment:
GE
NE
RA
L
Professional Inspection Required? Report Status:No
Replacement Date for full log haul traffic (year): Replacement Date for light vehicle traffic (year): 2020 2020
Current Inspection Load Rating: Design Load GVW (tonnes): 63 Design Vehicle Config.: BCL625
Reviewed By Drew Alway on 2/11/2016 1:26:10PM
63
GE
NE
RA
L
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 63 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001C
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K1514 K1514 DUFFEY LAKE 2015/06/22
Major Culvert Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
Inlet Cover (mm):
Culvert Length (metres):
UTM Northing:
Opening Width (mm):
Culvert Material:
Outlet Cover (mm):
Gradient (%):
UTM Easting:
Opening Height (mm):
UTM Zone:
Footing Type:
Culvert Type:
Inspector Name:
KM:
Project File ID #:
User km:
Br.
Crossing Name:
Forest District:
Next Inspection Date:Unamed 0.80 2018/06/22
10583 02 Cascades Natural Resource District
Round Concrete
800 800
12.0 600 600
10 553592 5587541
Ron Peace 2009
BCTS constructed 2009.Access:
Year Superstructure Installed:
APPROACHES
FairAlignment
0Bridge Ahead Signs Missing
NoBrushing Required
0Delineator Missing Left(approaching structure)
0Delineator Missing Right(approaching structure)
NoneFender Condition
FairRoad Surface
CULVERT ELEMENT
Not ApplicableBaffles
Not ApplicableBolted Connections
Not ApplicableCoupled Connections
GoodCoating
Not ApplicableEmbedment Materials
FairFill
GoodFloor
Not ApplicableFooting
PoorHead Wall Low
PoorInlet The middle culvert is damaged
GoodOutlet
PoorOverall likely unable to take maximum flows and very prone to plugging
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 64 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001C
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K1514 K1514 DUFFEY LAKE 2015/06/22
Major Culvert Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
FairRiprap
FairRoof
GoodSide Walls
Not ApplicableTrash Rack
Not ApplicableWiers/Backwater Structures
FairWing Wall
CH
AN
NE
LH
AZ
AR
DS
Estimated Present Water Level Depth: Estimated Present Water Level Width:
Estimated High Water Level Clearance:
High Water: Debris:Scour: Aggradation:Ice:
Comment:
Yes Yes Yes Yes Yes
0.0
0.1 3.0
Subject to failure from any of the above hazards.
# Status Priority Estimate Description
RE
PA
IRS
# Description
1 Monitor closely, likely unable to take maximum flows and very prone to plugging
MO
NIT
OR
SG
EN
ER
AL Inspector's
Comment:
Failure of culverts a high probability, only 3x600mm culvert. Cleared inlet at inspection.
as with the structures downstream, they were only designed for Q2 return events. So they need frequent
maintenance or recommend to pull culverts if to be left for wilderness maintenance.
PEng's
Comment:
GE
NE
RA
L
Professional Inspection Required? Report Status:No
Replacement Date for full log haul traffic (year): Replacement Date for light vehicle traffic (year): 2020 2020
Current Inspection Load Rating: Design Load GVW (tonnes): 63 Design Vehicle Config.: BCL625
Reviewed By Drew Alway on 2/11/2016 2:01:11PM
63
GE
NE
RA
L
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 65 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001A
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K1469 K1469 DUFFEY LAKE 2015/06/22
Permanent Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
Inspector Name:
UTM Zone:
Total Length (metres):
Abutments (Left/Right): (looking downstream)Superstructure
Project File ID #:
KM:
Br.
User km:
Forest District:
Crossing Name: Next Inspection Date:
Steel Pipe and Precast Pad
UTM Easting:
# Spans:
Year Superstructure Installed:
Running Surface:Deck Type:
UTM Northing:
Span Length(s) (metres):
Blowdown Creek 3.00 2018/06/22
10583 03 Cascades Natural Resource District
Steel I-beam
Timber - Untreated - Panels Timber Planks
18.3
10 553507 5585901
Ron Peace 2008
1
Access:
17.8
ABUTMENTS
GoodBearings
GoodBracing
GoodBallast Wall
PoorCorrosion Protection None
GoodCaps or Sills
GoodFill
GoodHardware
GoodPiles or Posts
GoodRiprap
Not ApplicableWing Wall
APPROACHES
GoodAlignment
0Bridge Ahead Signs Missing
YesBrushing Required
0Delineator Missing Left(approaching structure)
0Delineator Missing Right(approaching structure)
NoneFender Condition
GoodRoad Surface
DECK
Span 1
FairCurb Rail/Blocks/Posts Missing nuts and washers on 3 curb bolts
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 66 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001A
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K1469 K1469 DUFFEY LAKE 2015/06/22
Permanent Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
GoodDeck to Girder Bolts
FairHardware missing nuts and washers
Not ApplicableHand Rails/Walkouts
GoodNails
FairOverall Deck Condition
FairRunning Planks Worn and high rot values, may not last long if used for industrial haul
UnratedSub Deck None
FairTies
SUPERSTRUCTURE
Span 1
GoodBracing
GoodDiaphrams
GoodGirders
GoodHardware
Not ApplicableUnder Trussing
CH
AN
NE
LH
AZ
AR
DS
Estimated Present Water Level Depth: Estimated Present Water Level Width:
Estimated High Water Level Clearance:
High Water: Debris:Scour: Aggradation:Ice:
Comment:
No No No No No
1.7
1.0 6.0
# Status Priority Estimate Description
1 $200.00 Brush out bridgeMediumRequired
2 $200.00 This woork was not completed at this inspection
Guardrail: Install 4 nuts and washers on guardrail bolts.
2 X-ties are damaged making the guardrail bolt useless, on these 2 it is
possible to redrill the holes into undamaged wood.
LowRequiredRE
PA
IRS
# Description
1 If used for industrial haul deck may deteriorate quickly, the most econimical fix might be to add run strips prior to haul.
MO
NIT
OR
S
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 67 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001A
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K1469 K1469 DUFFEY LAKE 2015/06/22
Permanent Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
GE
NE
RA
L Inspector's
Comment:
If used for industrial haul deck may deteriorate quickly, the most econimical fix might be to add run strips prior
to haul.
PEng's
Comment:
GE
NE
RA
L
Professional Inspection Required? Report Status:No
Replacement Date for full log haul traffic (year): Replacement Date for light vehicle traffic (year): 2058
Current Inspection Load Rating: Design Load GVW (tonnes): 68 Design Vehicle Config.: L75
Reviewed By Drew Alway on 2/11/2016 1:20:28PM
68
GE
NE
RA
L
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 68 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001B
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:020-07 K1588 DOWNTON CREEK 2015/06/24
Log Stringer Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
Inspector Name:
UTM Zone:
Total Length (metres):
Abutments (Left/Right): (looking downstream)Superstructure
Project File ID #:
KM:
Br.
User km:
Forest District:
Crossing Name: Next Inspection Date:
Crib, Log or Untreated Timber
UTM Easting:
# Spans:
Year Superstructure Installed:
Running Surface:Deck Type:
UTM Northing:
Span Length(s) (metres):
Cayoosh Cr 0.10 0.10 2017/06/24
10806 01 Cascades Natural Resource District
Steel I-beam
Timber - Untreated Timber Planks
36.6
10 564122 5603974
Ron Peace
1
Access:
36
ABUTMENTS
FairBearings Sill not well supported at bearing upstream #2
Not ApplicableBracing
GoodBallast Wall
Not ApplicableCorrosion Protection
GoodCaps or Sills As noted above one of the two tie/support logs has extensive rot at upstream
bearing
GoodFill
Not ApplicableHardware
FairLog/Timber Cribs Old crib for fill retension and erosion controll primarily
Not ApplicablePiles or Posts
FairRiprap
PoorTie-backs #1 and #2 tie backs At the #2 abutment have extensive rot in the bearing area (see
photo)
FairWing Wall
APPROACHES
GoodAlignment
0Bridge Ahead Signs Missing
NoBrushing Required
0Delineator Missing Left(approaching structure)
0Delineator Missing Right(approaching structure)
FairFender Condition Low
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 69 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001B
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:020-07 K1588 DOWNTON CREEK 2015/06/24
Log Stringer Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
nonePosted Load Rating
GoodRoad Surface
DECK
Span 1
FairCurb Rail/Blocks/Posts one riser block has elevated rot values, still funtional, some loose curbs
GoodDeck to Girder Bolts
GoodHardware
Not ApplicableHand Rails/Walkouts
FairNails
FairOverall Deck Condition
FairRunning Planks The #2 appraoch has some wear and rot as well as a loose plank
GoodSub Deck
GoodTies
SUPERSTRUCTURE
Span 1
GoodBracing
GoodDiaphrams
GoodGirders
GoodHardware
Not ApplicableUnder Trussing
CH
AN
NE
LH
AZ
AR
DS
Estimated Present Water Level Depth: Estimated Present Water Level Width:
Estimated High Water Level Clearance:
High Water: Debris:Scour: Aggradation:Ice:
Comment:
No No No No No
2.0
1.5 29.0
# Status Priority Estimate Description
1 $2,000.00 Replace worn and loose deck planks, requires 13- 4x8" x9', 312 BFHighComplete
RE
PA
IRS
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 70 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001B
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:020-07 K1588 DOWNTON CREEK 2015/06/24
Log Stringer Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
# Description
1 Monitor log support under Sill log at the upstream side of #2 abutment
2 Monitor curb risers and ties for rotMO
NIT
OR
SG
EN
ER
AL Inspector's
Comment:
This structure has been upgraded, old crib is primarily for fill retention and erosion controll. It has rot but it is
stable. New logs have been laid in the retained fill perpendicular to the creek (like tie backs) and the sill log is
resting on these (7). Generally the logs are good with exception of #1 and #2 , upstream #2 abutment. These
two "tie backs" have extensive rot (see photo) One of the rotten logs is at bearing of the sill log which is 700
mm dia. but is notched to 600 mm at the bearing plate. Additional support may be required.
Need for professional inspection to assess FLHRD.PEng's
Comment:
GE
NE
RA
L
Professional Inspection Required? Report Status:Yes
Replacement Date for full log haul traffic (year): Replacement Date for light vehicle traffic (year): 2020 2025
Current Inspection Load Rating: Design Load GVW (tonnes): Design Vehicle Config.: L75
Reviewed By Drew Alway on 2/3/2016 3:25:05PM
68
GE
NE
RA
L
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 71 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001B
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K1593 K1593 DOWNTON CREEK 2016/06/17
Log Stringer Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
Inspector Name:
UTM Zone:
Total Length (metres):
Abutments (Left/Right): (looking downstream)Superstructure
Project File ID #:
KM:
Br.
User km:
Forest District:
Crossing Name: Next Inspection Date:
Crib, Log or Untreated Timber
UTM Easting:
# Spans:
Year Superstructure Installed:
Running Surface:Deck Type:
UTM Northing:
Span Length(s) (metres):
Downton Cr 4.90 4.90 2018/06/17
10806 01 Cascades Natural Resource District
Log Stringers
Timber - Untreated Timber Planks
12.0
10 560262 5604450
Ron Peace 2007
1
Access:
11.4
ABUTMENTS
GoodBearings
Not ApplicableBracing
GoodBallast Wall
Not ApplicableCorrosion Protection
GoodCaps or Sills
GoodFill
Not ApplicableHardware
GoodLog/Timber Cribs
Not ApplicablePiles or Posts
GoodRiprap
GoodTie-backs
GoodWing Wall
APPROACHES
FairAlignment Corner at the #1 approach
0Bridge Ahead Signs Missing
YesBrushing Required
0Delineator Missing Left(approaching structure)
0Delineator Missing Right
Installed at inspection(approaching structure)
NoneFender Condition
nonePosted Load Rating
GoodRoad Surface
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 72 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001B
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K1593 K1593 DOWNTON CREEK 2016/06/17
Log Stringer Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
DECK
Span 1
GoodCurb Rail/Blocks/Posts
Not ApplicableDeck to Girder Bolts
GoodHardware Curb cables
Not ApplicableHand Rails/Walkouts
GoodNails
FairOverall Deck Condition
FairRunning Planks Dirty
UnratedSub Deck None
FairTies Some of the ties are not shimmed to stringer tops
STRINGERS
Span 1
Stringer # Peeled Rot Depth
(Bottom)
Rot Depth
(Side)
Rot Depth
(Top)
Wood
Species
CommentsDiameter
or
Width X Depth
3 Core sample at next inspection on #1 endYes 0 0 0 fir650
4 Core sample at #1 end next inspectionYes 0 0 0 fir650
GoodLog Curbs
FairNeedle Beam(s) and Shims Shimmed but not tight
CH
AN
NE
LH
AZ
AR
DS
Estimated Present Water Level Depth: Estimated Present Water Level Width:
Estimated High Water Level Clearance:
High Water: Debris:Scour: Aggradation:Ice:
Comment:
No No No No No
2.0
1.0 6.0
# Status Priority Estimate Description
1 $100.00 Brush out bridgeMediumComplete
RE
PA
IRS
# Description
1 Monitor ties not shimmed
2 Core sample the #1 end of stringers 3and 4 at next inspectionMO
NIT
OR
S
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 73 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001B
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K1593 K1593 DOWNTON CREEK 2016/06/17
Log Stringer Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
GE
NE
RA
L Inspector's
Comment:
No significant rot was found, stringer have many large knots. Some gravel still on deck and not brushed out
This structure seems to be preforming well. I've updated the FLHRD to 2018 as stringer appear fair.PEng's
Comment:
GE
NE
RA
L
Professional Inspection Required? Report Status:No
Replacement Date for full log haul traffic (year): Replacement Date for light vehicle traffic (year): 2018 2022
Current Inspection Load Rating: Design Load GVW (tonnes): 68 Design Vehicle Config.: L75
Reviewed By Drew Alway on 1/10/2017 11:59:08AM
68
GE
NE
RA
L
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 74 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001B
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K1592 K1592 DOWNTON CREEK 2015/06/22
Log Stringer Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
Inspector Name:
UTM Zone:
Total Length (metres):
Abutments (Left/Right): (looking downstream)Superstructure
Project File ID #:
KM:
Br.
User km:
Forest District:
Crossing Name: Next Inspection Date:
Crib, Log or Untreated Timber
UTM Easting:
# Spans:
Year Superstructure Installed:
Running Surface:Deck Type:
UTM Northing:
Span Length(s) (metres):
Downton Cr 3.40 2017/06/22
10806 01 Cascades Natural Resource District
Log Stringers
Timber - Untreated Timber Planks
12.5
10 561543 5604396
Ron Peace 2007
1
Access:
12.2
ABUTMENTS
GoodBearings
GoodBracing
GoodBallast Wall
Not ApplicableCorrosion Protection
GoodCaps or Sills
GoodFill
Not ApplicableHardware
GoodLog/Timber Cribs
Not ApplicablePiles or Posts
GoodRiprap
GoodTie-backs
GoodWing Wall
APPROACHES
GoodAlignment
0Bridge Ahead Signs Missing
NoBrushing Required
0Delineator Missing Left(approaching structure)
0Delineator Missing Right(approaching structure)
NoneFender Condition
GoodRoad Surface
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 75 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001B
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K1592 K1592 DOWNTON CREEK 2015/06/22
Log Stringer Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
DECK
Span 1
GoodCurb Rail/Blocks/Posts
Not ApplicableDeck to Girder Bolts
GoodHardware
Not ApplicableHand Rails/Walkouts
GoodNails
GoodOverall Deck Condition
GoodRunning Planks
UnratedSub Deck None
GoodTies
STRINGERS
Span 1
GoodLog Curbs
GoodNeedle Beam(s) and Shims
CH
AN
NE
LH
AZ
AR
DS
Estimated Present Water Level Depth: Estimated Present Water Level Width:
Estimated High Water Level Clearance:
High Water: Debris:Scour: Aggradation:Ice:
Comment:
No No No No No
2.0
1.2 7.6
# Status Priority Estimate Description
RE
PA
IRS
# Description
MO
NIT
OR
SG
EN
ER
AL Inspector's
Comment:
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 76 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001B
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K1592 K1592 DOWNTON CREEK 2015/06/22
Log Stringer Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
PEng's
Comment:
GE
NE
RA
L
Professional Inspection Required? Report Status:No
Replacement Date for full log haul traffic (year): Replacement Date for light vehicle traffic (year): 2022
Current Inspection Load Rating: Design Load GVW (tonnes): Design Vehicle Config.: L75
Reviewed By Drew Alway on 2/11/2016 2:03:23PM
68
GE
NE
RA
L
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 77 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001B
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K1590 K1590 DOWNTON CREEK 2016/06/17
Log Stringer Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
Inspector Name:
UTM Zone:
Total Length (metres):
Abutments (Left/Right): (looking downstream)Superstructure
Project File ID #:
KM:
Br.
User km:
Forest District:
Crossing Name: Next Inspection Date:
Sill -Temporary Materials
UTM Easting:
# Spans:
Year Superstructure Installed:
Running Surface:Deck Type:
UTM Northing:
Span Length(s) (metres):
Downton Cr 2.50 2018/06/17
10806 01 Cascades Natural Resource District
Rail Car
Timber - Untreated Timber Planks
16.6
10 562291 5604621
Ron Peace 2007
1
Access:
15.2
ABUTMENTS
GoodBearings
Not ApplicableBracing
PoorBallast Wall None
Not ApplicableCorrosion Protection
GoodCaps or Sills
GoodFill
Not ApplicableHardware
Not ApplicablePiles or Posts
GoodRiprap
Not ApplicableWing Wall
APPROACHES
GoodAlignment Poor visibility
0Bridge Ahead Signs Missing
YesBrushing Required
0Delineator Missing Left(approaching structure)
0Delineator Missing Right(approaching structure)
NoneFender Condition
20Posted Load Rating
GoodRoad Surface
DECK
Span 1
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 78 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001B
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K1590 K1590 DOWNTON CREEK 2016/06/17
Log Stringer Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
FairCurb Rail/Blocks/Posts Cabled log, missing mid span riser at the downstream
Not ApplicableDeck to Girder Bolts
GoodHardware Cables
Not ApplicableHand Rails/Walkouts
GoodNails
FairOverall Deck Condition
FairRunning Planks Some deterioration at the #2 end, if used for heavy industrial may require ugrading
UnratedSub Deck None
GoodTies
SUPERSTRUCTURE
Span 1
GoodBracing Rusty and dirty
Not ApplicableHardware
CH
AN
NE
LH
AZ
AR
DS
Estimated Present Water Level Depth: Estimated Present Water Level Width:
Estimated High Water Level Clearance:
High Water: Debris:Scour: Aggradation:Ice:
Comment:
No No No No No
1.7
1.0 5.2
# Status Priority Estimate Description
1 $3,400.00 For heavy industrial haul full deck replacement may be required deck is
16.6 m. long and 4.6 wide
LowRequired
2 $300.00 Clean super structure
This is required to allow for adequate inspection of the railcars on future
inspections.
LowRequired
3 $100.00 Brush out bridgeHighComplete
4 $2,000.00 Install new curbsMediumComplete
5 $2,000.00 Add 19 mm dia bolts to connect each railcar section at the centerline with
nuts and bolts, @ O.C. 600 mm.
D.A. Ensure ties in future have angle iron connection to each railcar
section @ O.C. spacing of 1200 mm.
The two items above will bring us in line with the ministry std drawing for
rail car bridges.
HighRequired
RE
PA
IRS
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 79 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001B
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K1590 K1590 DOWNTON CREEK 2016/06/17
Log Stringer Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
# Description
MO
NIT
OR
SG
EN
ER
AL Inspector's
Comment:
The deck dimensions are 16.6x4.6 m.and the clear span is 15.2 m. the rail cars are resting on a single log sill
and the girders are at most 300 mm above the fill.
Curbs have not been replaced
Monitor ties as they may require deck replacement in the coming years. At that time ties should be moved to
200X250 ties @ 400mm O.C. spacing. I've added repair item #5: to outline the hardware required to bring this
structure in line with the ministry standard rail car dwgs. See detailed repairs. Consider replacing ties if
industrial hauling is required, ok at the time of this inspection, but will most likely require replacement after the
next inspection.
Once all the repairs are completed then this bridge will move to CL-625, for now it will stay at a 20 tonnes load
restriction.
PEng's
Comment:
GE
NE
RA
L
Professional Inspection Required? Report Status:No
Replacement Date for full log haul traffic (year): Replacement Date for light vehicle traffic (year): 2022 2027
Current Inspection Load Rating: Design Load GVW (tonnes): 63 Design Vehicle Config.: CL625
Reviewed By Drew Alway on 1/10/2017 11:49:54AM
20
GE
NE
RA
L
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 80 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001B
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K1589 K1589 DOWNTON CREEK 2016/06/17
Log Stringer Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
Inspector Name:
UTM Zone:
Total Length (metres):
Abutments (Left/Right): (looking downstream)Superstructure
Project File ID #:
KM:
Br.
User km:
Forest District:
Crossing Name: Next Inspection Date:
Sill -Temporary Materials
UTM Easting:
# Spans:
Year Superstructure Installed:
Running Surface:Deck Type:
UTM Northing:
Span Length(s) (metres):
Downton Cr 1.50 2018/06/17
10806 01 Cascades Natural Resource District
Rail Car
Timber - Untreated Timber Planks
16.6
10 563291 5604783
Ron Peace 2007
1
Access:
16.3
ABUTMENTS
GoodBearings
Not ApplicableBracing
PoorBallast Wall None
Not ApplicableCorrosion Protection
GoodCaps or Sills
GoodFill
Not ApplicableHardware
Not ApplicablePiles or Posts
GoodRiprap
Not ApplicableWing Wall
APPROACHES
GoodAlignment
0Bridge Ahead Signs Missing
YesBrushing Required
0Delineator Missing Left
Installed at inspection(approaching structure)
0Delineator Missing Right
Installed at inspection(approaching structure)
NoneFender Condition
20Posted Load Rating
GoodRoad Surface
DECK
Span 1
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 81 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001B
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K1589 K1589 DOWNTON CREEK 2016/06/17
Log Stringer Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
FairCurb Rail/Blocks/Posts Lof no mid span riser or cable
Not ApplicableDeck to Girder Bolts
GoodHardware Cables
Not ApplicableHand Rails/Walkouts
GoodNails
PoorOverall Deck Condition Requires upgrading
PoorRunning Planks Extensive rot will deteriorate quickly if used for heavy haul
UnratedSub Deck None
FairTies 'Some extensive rot likely 6-10 ties are 8 3/4 " x 83/4" x20' 6"
SUPERSTRUCTURE
Span 1
GoodBracing Dirty
Not ApplicableHardware
CH
AN
NE
LH
AZ
AR
DS
Estimated Present Water Level Depth: Estimated Present Water Level Width:
Estimated High Water Level Clearance:
High Water: Debris:Scour: Aggradation:Ice:
Comment:
No No No No No
1.9
1.0 5.6
# Status Priority Estimate Description
1 $4,500.00 New decking 14.5' x 57' or 3306 BF of 4" deck planks.MediumRequired
2 $2,000.00 New curbs and risers for 60' +/-MediumComplete
3 $1,000.00 Replace ties that have high rot when redecking 6-10
20'x83/4x83/4" each
DA Replace ties with 200X250 ties on 400 mm O/C spacing. You can
achieve a 4.88 m deck width. With riser blocks and connection to the
curbs at 2400 mm max spacing. With at least one angle iron connection
from the ties to each rail car section at 1200 mm spacing.
MediumRequired
4 $100.00 Brush oout bridgeMediumComplete
5 $250.00 Clean super structure
These girders are dirty and require cleaning to be able to properly inspect
them in the future.
MediumRequired
RE
PA
IRS
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 82 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001B
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K1589 K1589 DOWNTON CREEK 2016/06/17
Log Stringer Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
# Description
MO
NIT
OR
SG
EN
ER
AL Inspector's
Comment:
This structures center to center of bearing is 16.3 m. The bridge will need a new deck for industrial haul as well
as some new ties and curbs. See amounts in repairs
Note I've updated the repairs and added some detailed repairs. Once these are completed and reviewed by a
P.Eng then this structure load rating will increase to CL-625 loading.
PEng's
Comment:
GE
NE
RA
L
Professional Inspection Required? Report Status:No
Replacement Date for full log haul traffic (year): Replacement Date for light vehicle traffic (year): 2022 2027
Current Inspection Load Rating: Design Load GVW (tonnes): Design Vehicle Config.: CL625
Reviewed By Drew Alway on 1/10/2017 11:27:09AM
20
GE
NE
RA
L
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 83 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001B
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K1591 K1591 DOWNTON CREEK 2016/06/17
Log Stringer Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
Inspector Name:
UTM Zone:
Total Length (metres):
Abutments (Left/Right): (looking downstream)Superstructure
Project File ID #:
KM:
Br.
User km:
Forest District:
Crossing Name: Next Inspection Date:
Crib, Log or Untreated Timber
UTM Easting:
# Spans:
Year Superstructure Installed:
Running Surface:Deck Type:
UTM Northing:
Span Length(s) (metres):
Downton Cr 2.70 2018/06/17
10806 01 Cascades Natural Resource District
Log Stringers
Timber - Untreated Timber Planks
11.4
10 562149 5604564
Ron Peace 2007
1
Access:
11
ABUTMENTS
GoodBearings
Not ApplicableBracing
PoorBallast Wall None
Not ApplicableCorrosion Protection
GoodCaps or Sills
GoodFill
Not ApplicableHardware
GoodLog/Timber Cribs
Not ApplicablePiles or Posts
GoodRiprap
GoodTie-backs
GoodWing Wall
APPROACHES
FairAlignment
0Bridge Ahead Signs Missing
YesBrushing Required
0Delineator Missing Left(approaching structure)
0Delineator Missing Right(approaching structure)
NoneFender Condition
nonePosted Load Rating
GoodRoad Surface
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 84 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001B
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K1591 K1591 DOWNTON CREEK 2016/06/17
Log Stringer Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
DECK
Span 1
GoodCurb Rail/Blocks/Posts
Not ApplicableDeck to Girder Bolts
GoodHardware Cables
Not ApplicableHand Rails/Walkouts
GoodNails
FairOverall Deck Condition Will require full redeck soon, sooner if used for industrial haul
PoorRunning Planks Failed section requires a 12',16' and a 9' 4x8" planks to fill failed and rotten planks
UnratedSub Deck None
GoodTies
STRINGERS
Span 1
GoodLog Curbs
FairNeedle Beam(s) and Shims Shimmed but not tight
CH
AN
NE
LH
AZ
AR
DS
Estimated Present Water Level Depth: Estimated Present Water Level Width:
Estimated High Water Level Clearance:
High Water: Debris:Scour: Aggradation:Ice:
Comment:
No No No No No
1.2
0.9 5.5
# Status Priority Estimate Description
1 $1,000.00 Failed section requires a 12',16' and a 9' 4x8" planks to fill failed and
rotten planks. If used for industrial haul others may not last long.
Consider full redeck for industrial haul
HighComplete
2 $200.00 Brush out bridgeMediumComplete
RE
PA
IRS
# Description
MO
NIT
OR
SG
EN
ER
AL Inspector's
Comment:
No significant stringer rot. the deck has a failed section and materials for a patch job are listed in the repairs.
A full redeck might be considered.
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 85 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001B
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K1591 K1591 DOWNTON CREEK 2016/06/17
Log Stringer Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
planks were replaced after this inspection and approach barriers added. Moved FLHRD to 2019 as stringer
appear to be doing well.
PEng's
Comment:
GE
NE
RA
L
Professional Inspection Required? Report Status:No
Replacement Date for full log haul traffic (year): Replacement Date for light vehicle traffic (year): 2019 2022
Current Inspection Load Rating: Design Load GVW (tonnes): 68 Design Vehicle Config.: L75
Reviewed By Drew Alway on 1/13/2017 11:46:39AM
68
GE
NE
RA
L
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 86 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001C
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K1587A K1587 VAN HORLICK 2016/06/17
Major Culvert Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
Inlet Cover (mm):
Culvert Length (metres):
UTM Northing:
Opening Width (mm):
Culvert Material:
Outlet Cover (mm):
Gradient (%):
UTM Easting:
Opening Height (mm):
UTM Zone:
Footing Type:
Culvert Type:
Inspector Name:
KM:
Project File ID #:
User km:
Br.
Crossing Name:
Forest District:
Next Inspection Date:Unnamed 5.90 2019/06/17
10808 01 Cascades Natural Resource District
Round Corrugated Steel
400 900
5.0
9.0 2,000 2,000
10 549563 5577899
Ron Peace
Access:
Year Superstructure Installed:
APPROACHES
GoodAlignment
0Bridge Ahead Signs Missing Not required
YesBrushing Required The creek channel is very overgrown, brushing might minimize debris hanging up at
structure
0Delineator Missing Left(approaching structure)
0Delineator Missing Right(approaching structure)
NoneFender Condition
nonePosted Load Rating
FairRoad Surface Some erosion at inlet to outside edge of road upstream side
CULVERT ELEMENT
Not ApplicableBaffles
Not ApplicableBolted Connections
Not ApplicableCoupled Connections
GoodCoating
Not ApplicableEmbedment Materials
GoodFill
GoodFloor
Not ApplicableFooting
FairHead Wall Not well armoured between the upstream end of the culverts
GoodInlet Overgrown
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 87 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001C
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K1587A K1587 VAN HORLICK 2016/06/17
Major Culvert Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
GoodOutlet Overgrown
GoodOverall
FairRiprap Notmuch protection between the culverts
FairRoof Irregular and rock bruises on the #1 culvert
GoodSide Walls
Not ApplicableTrash Rack
Not ApplicableWiers/Backwater Structures
GoodWing Wall
CH
AN
NE
LH
AZ
AR
DS
Estimated Present Water Level Depth: Estimated Present Water Level Width:
Estimated High Water Level Clearance:
High Water: Debris:Scour: Aggradation:Ice:
Comment:
No Yes No Yes No
0.8
0.2 6.4
The creek channel is very overgrown, brushing might minimize debris hanging up at structure, some scouring of
fill at inlet
# Status Priority Estimate Description
1 $400.00 The creek channel is very overgrown, brushing might minimize debris
hanging up at structure
HighRequired
RE
PA
IRS
# Description
1 Monitor erosion of fill at inlet, and debris blockage
MO
NIT
OR
SG
EN
ER
AL Inspector's
Comment:
The creek channel is very overgrown, brushing might minimize debris hanging up at structure
PEng's
Comment:
GE
NE
RA
L
Professional Inspection Required? Report Status:No
Replacement Date for full log haul traffic (year): Replacement Date for light vehicle traffic (year): 2031 2036
Current Inspection Load Rating: Design Load GVW (tonnes): Design Vehicle Config.: CL625
Reviewed By Drew Alway on 1/10/2017 9:57:04AM
63
GE
NE
RA
L
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 88 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001C
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K753 K753 WHIPSAW CREEK 2016/07/06
Major Culvert Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
Inlet Cover (mm):
Culvert Length (metres):
UTM Northing:
Opening Width (mm):
Culvert Material:
Outlet Cover (mm):
Gradient (%):
UTM Easting:
Opening Height (mm):
UTM Zone:
Footing Type:
Culvert Type:
Inspector Name:
KM:
Project File ID #:
User km:
Br.
Crossing Name:
Forest District:
Next Inspection Date:Corral Cr 4.53 4.50 2019/07/06
3600 01 Cascades Natural Resource District
Round Corrugated Steel
2,200 0
3.0
22.0 2,200 2,200
10 673210 5469153
Ron Peace 1983
Access:
Year Superstructure Installed:
APPROACHES
GoodAlignment Wide sweeping corner
0Bridge Ahead Signs Missing
NoBrushing Required
0Delineator Missing Left(approaching structure)
0Delineator Missing Right(approaching structure)
NoneFender Condition
nonePosted Load Rating
GoodRoad Surface
CULVERT ELEMENT
Not ApplicableBaffles
Not ApplicableBolted Connections
GoodCoupled Connections
FairCoating Some rust
Not ApplicableEmbedment Materials
GoodFill
FairFloor Uneven
Not ApplicableFooting
FairHead Wall Steep at the outlet
GoodInlet
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 89 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001C
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K753 K753 WHIPSAW CREEK 2016/07/06
Major Culvert Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
FairOutlet Eroded back from the outlet 1.8 m. andthe drop from invert 0.8 m to large erosion
pool
FairOverall
FairRiprap Steep at the outlet
GoodRoof
GoodSide Walls
Not ApplicableTrash Rack
Not ApplicableWiers/Backwater Structures
FairWing Wall Steep at the outlet
CH
AN
NE
LH
AZ
AR
DS
Estimated Present Water Level Depth: Estimated Present Water Level Width:
Estimated High Water Level Clearance:
High Water: Debris:Scour: Aggradation:Ice:
Comment:
No No No No No
1.3
0.1 1.2
# Status Priority Estimate Description
RE
PA
IRS
# Description
MO
NIT
OR
SG
EN
ER
AL Inspector's
Comment:
PEng's
Comment:
GE
NE
RA
L
Professional Inspection Required? Report Status:No
Replacement Date for full log haul traffic (year): Replacement Date for light vehicle traffic (year): 2033 2038
Current Inspection Load Rating: Design Load GVW (tonnes): 0 Design Vehicle Config.:
Reviewed By Drew Alway on 1/25/2017 2:59:15PM
64
GE
NE
RA
L
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 90 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001C
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K751 K751 WHIPSAW CREEK 2016/07/06
Major Culvert Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
Inlet Cover (mm):
Culvert Length (metres):
UTM Northing:
Opening Width (mm):
Culvert Material:
Outlet Cover (mm):
Gradient (%):
UTM Easting:
Opening Height (mm):
UTM Zone:
Footing Type:
Culvert Type:
Inspector Name:
KM:
Project File ID #:
User km:
Br.
Crossing Name:
Forest District:
Next Inspection Date:Fifteen Mile Cr 9.56 9.80 2019/07/06
3600 01 Cascades Natural Resource District
Round Corrugated Steel
7,600 6,600
5.0
30.0 2,200 2,200
10 671051 5465751
Ron Peace 1986
Access:
Year Superstructure Installed:
APPROACHES
GoodAlignment Wide sweeping corner
0Bridge Ahead Signs Missing
YesBrushing Required Brush out the inlet
0Delineator Missing Left(approaching structure)
0Delineator Missing Right(approaching structure)
NoneFender Condition
nonePosted Load Rating
GoodRoad Surface
CULVERT ELEMENT
GoodBaffles
GoodBolted Connections
FairCoupled Connections The first section from the inlet joint is quite wide but appears to be sealed
GoodCoating
Not ApplicableEmbedment Materials
GoodFill
GoodFloor
Not ApplicableFooting
GoodHead Wall
FairInlet Very overgrown
GoodOutlet Discharges into large erosion pool
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 91 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001C
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K751 K751 WHIPSAW CREEK 2016/07/06
Major Culvert Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
GoodOverall
GoodRiprap
FairRoof The downward deflection of the roof mesurment is 1.6 m. from the weir top at the
lowest point
GoodSide Walls
GoodTrash Rack
GoodWiers/Backwater Structures
GoodWing Wall
CH
AN
NE
LH
AZ
AR
DS
Estimated Present Water Level Depth: Estimated Present Water Level Width:
Estimated High Water Level Clearance:
High Water: Debris:Scour: Aggradation:Ice:
Comment:
No No No No No
1.3
0.1 1.5
# Status Priority Estimate Description
1 $350.00 Clear inlet of brushHighRequired
RE
PA
IRS
# Description
1 Continue to monitor inlet roof deflection. The downward deflection of the roof mesurment is 1.6 m. from the weir top at
the lowest point
MO
NIT
OR
SG
EN
ER
AL Inspector's
Comment:
The inlet is very overgrown and should be brushed. The downward deflection of the roof mesurment is 1.6 m.
from the weir top at the lowest point
Keep monitoring the roofPEng's
Comment:
GE
NE
RA
L
Professional Inspection Required? Report Status:No
Replacement Date for full log haul traffic (year): Replacement Date for light vehicle traffic (year): 2033 2038
Current Inspection Load Rating: Design Load GVW (tonnes): 0 Design Vehicle Config.:
Reviewed By Drew Alway on 1/25/2017 2:57:47PM
64
GE
NE
RA
L
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 92 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001C
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K754 K754 WHIPSAW-LAMONT 2016/07/06
Major Culvert Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
Inlet Cover (mm):
Culvert Length (metres):
UTM Northing:
Opening Width (mm):
Culvert Material:
Outlet Cover (mm):
Gradient (%):
UTM Easting:
Opening Height (mm):
UTM Zone:
Footing Type:
Culvert Type:
Inspector Name:
KM:
Project File ID #:
User km:
Br.
Crossing Name:
Forest District:
Next Inspection Date:Lamont Cr 3.09 5.20 2019/07/06
3600 02 Cascades Natural Resource District
Round Corrugated Steel
9,000 8,000
5.0
40.0 1,500 1,500
10 672998 5472395
Ron Peace 1979
Access:
Year Superstructure Installed:
APPROACHES
GoodAlignment
0Bridge Ahead Signs Missing
NoBrushing Required
0Delineator Missing Left(approaching structure)
0Delineator Missing Right(approaching structure)
NoneFender Condition
nonePosted Load Rating
GoodRoad Surface
CULVERT ELEMENT
Not ApplicableBaffles
Not ApplicableBolted Connections
UnratedCoupled Connections No access into the culvert.
FairCoating Rusty
Not ApplicableEmbedment Materials
GoodFill
FairFloor uneven
Not ApplicableFooting
FairHead Wall Steep
GoodInlet
FairOutlet Drop from invert into large erosion pool is .4 m.
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 93 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001C
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K754 K754 WHIPSAW-LAMONT 2016/07/06
Major Culvert Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
FairOverall
FairRiprap
PoorRoof Deflected down, previous 2010 inspection suggests .45 m.
FairSide Walls
Not ApplicableTrash Rack
Not ApplicableWiers/Backwater Structures
FairWing Wall Steep
CH
AN
NE
LH
AZ
AR
DS
Estimated Present Water Level Depth: Estimated Present Water Level Width:
Estimated High Water Level Clearance:
High Water: Debris:Scour: Aggradation:Ice:
Comment:
No No No No No
0.7
0.2 2.7
# Status Priority Estimate Description
RE
PA
IRS
# Description
1 Continue to monitor roof deflection
MO
NIT
OR
SG
EN
ER
AL Inspector's
Comment:
Deflection of the roof appears unchanged, no access due to water and unsecured footing. Rope may be
required to safely traverse to culvert.
PEng's
Comment:
GE
NE
RA
L
Professional Inspection Required? Report Status:No
Replacement Date for full log haul traffic (year): Replacement Date for light vehicle traffic (year): 2033 2038
Current Inspection Load Rating: Design Load GVW (tonnes): 0 Design Vehicle Config.:
Reviewed By Drew Alway on 1/25/2017 3:17:28PM
64
GE
NE
RA
L
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 94 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001B
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K426 K426 KENNEDY 2010/09/21
Log Stringer Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
Inspector Name:
UTM Zone:
Total Length (metres):
Abutments (Left/Right): (looking downstream)Superstructure
Project File ID #:
KM:
Br.
User km:
Forest District:
Crossing Name: Next Inspection Date:
Crib, Log or Untreated Timber
UTM Easting:
# Spans:
Year Superstructure Installed:
Running Surface:Deck Type:
UTM Northing:
Span Length(s) (metres):
Whipsaw Cr 0.32 9.30 2012/09/21
3600 04 Cascades Natural Resource District
Log Stringers
Timber - Untreated Timber Planks
7.4
10 671351 5465882
Chris Cole 1986
1
Access:
0
ABUTMENTS
Not ApplicableBearings
Not ApplicableBracing
UnratedBallast Wall Bridge has been removed.
Not ApplicableCorrosion Protection
UnratedCaps or Sills Bridge has been removed.
GoodFill
Not ApplicableHardware
FairLog/Timber Cribs
Not ApplicablePiles or Posts
Not ApplicableRiprap
FairTie-backs
Not ApplicableWing Wall
APPROACHES
UnratedAlignment Bridge has been removed.
2Bridge Ahead Signs Missing
NoBrushing Required
2Delineator Missing Left(approaching structure)
2Delineator Missing Right(approaching structure)
NoneFender Condition
NonePosted Load Rating
GoodRoad Surface
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 95 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001B
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K426 K426 KENNEDY 2010/09/21
Log Stringer Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
DECK
Span 1
UnratedCurb Rail/Blocks/Posts Bridge has been removed.
Not ApplicableDeck to Girder Bolts
Not ApplicableHardware
Not ApplicableHand Rails/Walkouts
UnratedNails Bridge has been removed.
UnratedOverall Deck Condition Bridge has been removed.
Not ApplicableRunning Planks
UnratedSub Deck Bridge has been removed.
UnratedTies Bridge has been removed.
STRINGERS
Span 1
UnratedLog Curbs Bridge has been removed.
UnratedNeedle Beam(s) and Shims Bridge has been removed.
CH
AN
NE
LH
AZ
AR
DS
Estimated Present Water Level Depth: Estimated Present Water Level Width:
Estimated High Water Level Clearance:
High Water: Debris:Scour: Aggradation:Ice:
Comment:
No No No No No
999.0
0.3 4.0
# Status Priority Estimate Description
RE
PA
IRS
# Description
MO
NIT
OR
SG
EN
ER
AL Inspector's
Comment:
Bridge has been removed
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 96 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001B
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K426 K426 KENNEDY 2010/09/21
Log Stringer Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
Refer to Inspection Comments for historical PEng CommentsPEng's
Comment:
GE
NE
RA
L
Professional Inspection Required? Report Status:No
Replacement Date for full log haul traffic (year): Replacement Date for light vehicle traffic (year): 2008 2013
Current Inspection Load Rating: Design Load GVW (tonnes): 0 Design Vehicle Config.:
Accepted By Drew Alway on 1/5/2011 12:00:00AM
5
GE
NE
RA
L
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 97 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001A
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K1348 K1348 GARRISON 2016/07/06
Permanent Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
Inspector Name:
UTM Zone:
Total Length (metres):
Abutments (Left/Right): (looking downstream)Superstructure
Project File ID #:
KM:
Br.
User km:
Forest District:
Crossing Name: Next Inspection Date:
Steel Pipe and Precast Pad
UTM Easting:
# Spans:
Year Superstructure Installed:
Running Surface:Deck Type:
UTM Northing:
Span Length(s) (metres):
Whipsaw Cr 0.03 16.00 2019/07/06
3600 05 Cascades Natural Resource District
Concrete Slab Girders
Concrete Concrete
13.6
10 668358 5461050
Ron Peace 2006
1
Access:
13
ABUTMENTS
GoodBearings
Not ApplicableBracing
UnratedBallast Wall None
Not ApplicableCorrosion Protection
GoodCaps or Sills A chip on the top edge of the #1 sill
GoodFill
Not ApplicableHardware
Not ApplicablePiles or Posts
GoodRiprap
Not ApplicableWing Wall
APPROACHES
GoodAlignment
0Bridge Ahead Signs Missing
YesBrushing Required
0Delineator Missing Left(approaching structure)
0Delineator Missing Right(approaching structure)
NoneFender Condition
nonePosted Load Rating
GoodRoad Surface
DECK
Span 1
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 98 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001A
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K1348 K1348 GARRISON 2016/07/06
Permanent Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
GoodConcrete Deck
FairCurb Rail/Blocks/Posts Extensive rot on some of the downstream curbs
GoodDeck Joints
Not ApplicableGrout Pockets
GoodHardware
Not ApplicableHand Rails/Walkouts
FairOverall Deck Condition Requires repair to downstream curbs and risers
GoodRunning Surface
SUPERSTRUCTURE
Span 1
Not ApplicableBracing
Not ApplicableHardware
GoodWelded/grouted shear connectors
CH
AN
NE
LH
AZ
AR
DS
Estimated Present Water Level Depth: Estimated Present Water Level Width:
Estimated High Water Level Clearance:
High Water: Debris:Scour: Aggradation:Ice:
Comment:
No No No No No
1.5
0.3 4.1
# Status Priority Estimate Description
1 $3,500.00 Some risers and 2 curb sections have very high rot. 2-16' curbs and 7-2'
7-3' risers. 559 BF of 10x10" timber
HighRequired
2 $250.00 Brush out bridgeHighRequired
RE
PA
IRS
# Description
MO
NIT
OR
SG
EN
ER
AL Inspector's
Comment:
There are some curb repairs due for this structure.
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 99 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001A
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K1348 K1348 GARRISON 2016/07/06
Permanent Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
When completing curb repairs. This structure is a good candidate for moving it to the metal retrofit curb HSS or
W beam systems. Alternatively, this structure would benefit from treated bracket and riser blocks, if going with
the CL-1 timber curb system.
PEng's
Comment:
GE
NE
RA
L
Professional Inspection Required? Report Status:No
Replacement Date for full log haul traffic (year): Replacement Date for light vehicle traffic (year): 2056 2061
Current Inspection Load Rating: Design Load GVW (tonnes): 63 Design Vehicle Config.: CL625
Reviewed By Drew Alway on 12/6/2016 2:30:05PM
64
GE
NE
RA
L
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 100 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001A
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K790 K790 GARRISON 2016/07/06
Permanent Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
Inspector Name:
UTM Zone:
Total Length (metres):
Abutments (Left/Right): (looking downstream)Superstructure
Project File ID #:
KM:
Br.
User km:
Forest District:
Crossing Name: Next Inspection Date:
Steel Pipe and Precast Pad
UTM Easting:
# Spans:
Year Superstructure Installed:
Running Surface:Deck Type:
UTM Northing:
Span Length(s) (metres):
Copper Cr 12.06 27.50 2019/07/06
3600 05 Cascades Natural Resource District
Concrete Box Beam
Concrete Concrete
11.6
10 665804 5452257
Ron Peace 1995
1
Access:
11
ABUTMENTS
GoodBearings
Not ApplicableBracing
UnratedBallast Wall None
Not ApplicableCorrosion Protection
FairCaps or Sills The #1 is chipped along its top edge, some rebar is exposed on the downstream
corner
GoodFill
Not ApplicableHardware
UnratedPiles or Posts Not visibile
GoodRiprap
Not ApplicableWing Wall
APPROACHES
GoodAlignment
0Bridge Ahead Signs Missing
NoBrushing Required
0Delineator Missing Left
Installed at inspection(approaching structure)
0Delineator Missing Right
Installed at inspection(approaching structure)
NoneFender Condition
nonePosted Load Rating
GoodRoad Surface
DECK
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 101 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001A
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K790 K790 GARRISON 2016/07/06
Permanent Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
Span 1
GoodConcrete Deck
GoodCurb Rail/Blocks/Posts
FairDeck Joints Some are open
Not ApplicableGrout Pockets
GoodHardware
Not ApplicableHand Rails/Walkouts
GoodOverall Deck Condition
GoodRunning Surface
SUPERSTRUCTURE
Span 1
Not ApplicableBracing
Not ApplicableHardware
GoodWelded/grouted shear connectors
CH
AN
NE
LH
AZ
AR
DS
Estimated Present Water Level Depth: Estimated Present Water Level Width:
Estimated High Water Level Clearance:
High Water: Debris:Scour: Aggradation:Ice:
Comment:
No No No No No
1.4
0.3 4.3
# Status Priority Estimate Description
1 $200.00 The top edge of the #1 sill is chipped, some rebar exposed @ the
downstream end.
MediumRequired
2 $200.00 Seal the deck jointsMediumRequired
RE
PA
IRS
# Description
MO
NIT
OR
SG
EN
ER
AL Inspector's
Comment:
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 102 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001A
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K790 K790 GARRISON 2016/07/06
Permanent Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
PEng's
Comment:
GE
NE
RA
L
Professional Inspection Required? Report Status:No
Replacement Date for full log haul traffic (year): Replacement Date for light vehicle traffic (year): 2046 2051
Current Inspection Load Rating: Design Load GVW (tonnes): 68 Design Vehicle Config.: L75
Reviewed By Drew Alway on 1/25/2017 3:22:13PM
68
GE
NE
RA
L
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 103 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001A
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K791 K791 GARRISON 2016/07/06
Permanent Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
Inspector Name:
UTM Zone:
Total Length (metres):
Abutments (Left/Right): (looking downstream)Superstructure
Project File ID #:
KM:
Br.
User km:
Forest District:
Crossing Name: Next Inspection Date:
Concrete Precast
UTM Easting:
# Spans:
Year Superstructure Installed:
Running Surface:Deck Type:
UTM Northing:
Span Length(s) (metres):
Copper Cr Trib 12.17 27.60 2019/07/06
3600 05 Cascades Natural Resource District
Steel I-beam
Concrete Concrete
14.0
10 665448 5452932
Ron Peace 1998
1
Access:
13.5
ABUTMENTS
GoodBearings
Not ApplicableBracing
GoodBallast Wall
UnratedConcrete Precast None
Not ApplicableCorrosion Protection
GoodCaps or Sills
GoodFill
GoodHardware
GoodPiles or Posts
GoodRiprap
Not ApplicableWing Wall
APPROACHES
GoodAlignment
0Bridge Ahead Signs Missing
NoBrushing Required
0Delineator Missing Left
Installed @ inspection(approaching structure)
0Delineator Missing Right
Installed @ inspection(approaching structure)
NoneFender Condition
nonePosted Load Rating
GoodRoad Surface
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 104 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001A
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K791 K791 GARRISON 2016/07/06
Permanent Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
DECK
Span 1
FairConcrete Deck Bolt heads at the lift points on the deck, bolt heads extend above the deck panels,
see photo
FairCurb Rail/Blocks/Posts
FairDeck Joints
Not ApplicableGrout Pockets
GoodHardware
Not ApplicableHand Rails/Walkouts
GoodOverall Deck Condition
GoodRunning Surface
SUPERSTRUCTURE
Span 1
GoodBracing
GoodDiaphrams
GoodGirders
Not ApplicableHardware
Not ApplicableUnder Trussing
CH
AN
NE
LH
AZ
AR
DS
Estimated Present Water Level Depth: Estimated Present Water Level Width:
Estimated High Water Level Clearance:
High Water: Debris:Scour: Aggradation:Ice:
Comment:
No No No No No
1.4
0.3 4.5
# Status Priority Estimate Description
RE
PA
IRS
# Description
MO
NIT
OR
S
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 105 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001A
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K791 K791 GARRISON 2016/07/06
Permanent Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
GE
NE
RA
L Inspector's
Comment:
The lift bolts are still in the deck panels, see photos
PEng's
Comment:
GE
NE
RA
L
Professional Inspection Required? Report Status:No
Replacement Date for full log haul traffic (year): Replacement Date for light vehicle traffic (year): 2049 2054
Current Inspection Load Rating: Design Load GVW (tonnes): 68 Design Vehicle Config.: L75
Reviewed By Drew Alway on 1/25/2017 3:24:24PM
68
GE
NE
RA
L
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 106 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001A
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K649 K649 NICOMEN 2016/07/06
Permanent Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
Inspector Name:
UTM Zone:
Total Length (metres):
Abutments (Left/Right): (looking downstream)Superstructure
Project File ID #:
KM:
Br.
User km:
Forest District:
Crossing Name: Next Inspection Date:
Steel Pipe and Precast Pad
UTM Easting:
# Spans:
Year Superstructure Installed:
Running Surface:Deck Type:
UTM Northing:
Span Length(s) (metres):
Copper CrTtrib 5.04 30.50 2019/07/06
3600 06 Cascades Natural Resource District
Concrete Slab Girders
Concrete Concrete
10.6
10 664060 5451661
Ron Peace 2002
1
Access:
10
ABUTMENTS
GoodBearings
Not ApplicableBracing
GoodBallast Wall
Not ApplicableCorrosion Protection
GoodCaps or Sills
GoodFill
Not ApplicableHardware
Not ApplicablePiles or Posts
GoodRiprap
Not ApplicableWing Wall
APPROACHES
FairAlignment The #2 approach is a tight corner and some impact damage to both ends of the
downstream curb. The 31 approach is on a more gentle curve
0Bridge Ahead Signs Missing
NoBrushing Required
0Delineator Missing Left
Repaired at inspection(approaching structure)
0Delineator Missing Right
repaired at inspection(approaching structure)
NoneFender Condition
nonePosted Load Rating
GoodRoad Surface
DECK
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 107 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001A
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K649 K649 NICOMEN 2016/07/06
Permanent Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
Span 1
GoodConcrete Deck
GoodCurb Rail/Blocks/Posts Some impact to both ends of the downstream still functional
GoodDeck Joints
Not ApplicableGrout Pockets
GoodHardware
Not ApplicableHand Rails/Walkouts
GoodOverall Deck Condition
GoodRunning Surface
SUPERSTRUCTURE
Span 1
Not ApplicableBracing
Not ApplicableHardware
GoodWelded/grouted shear connectors
CH
AN
NE
LH
AZ
AR
DS
Estimated Present Water Level Depth: Estimated Present Water Level Width:
Estimated High Water Level Clearance:
High Water: Debris:Scour: Aggradation:Ice:
Comment:
No No No No No
1.5
0.2 4.8
# Status Priority Estimate Description
RE
PA
IRS
# Description
MO
NIT
OR
SG
EN
ER
AL Inspector's
Comment:
The shop drawings match the structure.
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 108 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001A
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K649 K649 NICOMEN 2016/07/06
Permanent Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
PEng's
Comment:
GE
NE
RA
L
Professional Inspection Required? Report Status:No
Replacement Date for full log haul traffic (year): Replacement Date for light vehicle traffic (year): 2052 2052
Current Inspection Load Rating: Design Load GVW (tonnes): 68 Design Vehicle Config.: L75
Reviewed By Drew Alway on 1/25/2017 12:31:34PM
68
GE
NE
RA
L
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 109 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001B
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K650 K650 NICOMEN 2016/07/06
Log Stringer Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
Inspector Name:
UTM Zone:
Total Length (metres):
Abutments (Left/Right): (looking downstream)Superstructure
Project File ID #:
KM:
Br.
User km:
Forest District:
Crossing Name: Next Inspection Date:
Concrete Lock Blocks
UTM Easting:
# Spans:
Year Superstructure Installed:
Running Surface:Deck Type:
UTM Northing:
Span Length(s) (metres):
Copper Cr Trib 10.79 36.40 2018/07/06
3600 06 Cascades Natural Resource District
Steel I-beam
Timber - Untreated Timber Planks
11.3
10 660080 5452808
Ron Peace 2003
1
Access:
9.8
ABUTMENTS
FairBearings
Not ApplicableBracing
FairBallast Wall Logs not connected to the superstructure
PoorConcrete Lock Blocks 3 blocks per abutment 2 paralell to the creek and perpendicular between the other
two
Not ApplicableCorrosion Protection
FairCaps or Sills The 8x10" untreated timber plank is resting on uneven lock blocks. This has the sill
to deform and it is splited at the upstream of #2 at bearing.
FairFill
FairHardware
Not ApplicablePiles or Posts
FairRiprap
Not ApplicableWing Wall
APPROACHES
FairAlignment
0Bridge Ahead Signs Missing
NoBrushing Required
0Delineator Missing Left(approaching structure)
0Delineator Missing Right(approaching structure)
NoneFender Condition
nonePosted Load Rating
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 110 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001B
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K650 K650 NICOMEN 2016/07/06
Log Stringer Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
GoodRoad Surface
DECK
Span 1
GoodCurb Rail/Blocks/Posts
GoodDeck to Girder Bolts
GoodHardware
Not ApplicableHand Rails/Walkouts
GoodNails
GoodOverall Deck Condition
GoodRunning Planks
UnratedSub Deck None
GoodTies
SUPERSTRUCTURE
Span 1
Not ApplicableBracing
GoodDiaphrams
GoodGirders Flanges are dirty
Not ApplicableHardware
Not ApplicableUnder Trussing
CH
AN
NE
LH
AZ
AR
DS
Estimated Present Water Level Depth: Estimated Present Water Level Width:
Estimated High Water Level Clearance:
High Water: Debris:Scour: Aggradation:Ice:
Comment:
No Yes No No No
1.5
0.2 2.9
Some along toe, appears stable
# Status Priority Estimate Description
1 $200.00 Clean flangesLowRequired
2 $80,000.00 I've decreased the FLHRD to 2017. I think users should plan to
reconstruct this abutment under the direction of a P. Eng. With a structural
evaluation of these steel girders, including steel sections cut for
sampling. Timber sill is cracked and undersized, it should be a 200 mm
X 400 mm treated timber sill. The abutment configuration should be
reviewed as it appears undersized for this structure. Recommend
replacement and posting at 10 tonnes. DA
HighRequiredRE
PA
IRS
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 111 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001B
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K650 K650 NICOMEN 2016/07/06
Log Stringer Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
# Description
1 Monitor uneven lock blocks.
MO
NIT
OR
SG
EN
ER
AL Inspector's
Comment:
Scour a monitor item appears to be stable. The lock blocks either were installed uneven or they have settled,
causing the sill timber to deform. The upstream corner of the bridge at the #1 abutment appears to be lower.
I've decreased the FLHRD to 2017. I think users should plan to reconstruct this abutment under the direction of
a P. Eng. With a structural evaluation of these steel girders, including steel sections cut for sampling. Timber
sill is cracked and undersized, it should be a 200 mm X 400 mm treated timber sill. The abutment configuration
should be reviewed as it appears undersized for this structure. Recommend replacement and posting at 10
tonnes.
PEng's
Comment:
GE
NE
RA
L
Professional Inspection Required? Report Status:No
Replacement Date for full log haul traffic (year): Replacement Date for light vehicle traffic (year): 2017 2030
Current Inspection Load Rating: Design Load GVW (tonnes): 0 Design Vehicle Config.: Other
Reviewed By Drew Alway on 1/25/2017 1:26:42PM
10
GE
NE
RA
L
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 112 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001A
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:TKA017 K1625 FOURTH BROTHER 2015/06/25
Permanent Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
Inspector Name:
UTM Zone:
Total Length (metres):
Abutments (Left/Right): (looking downstream)Superstructure
Project File ID #:
KM:
Br.
User km:
Forest District:
Crossing Name: Next Inspection Date:
Steel Pipe and Precast Pad
UTM Easting:
# Spans:
Year Superstructure Installed:
Running Surface:Deck Type:
UTM Northing:
Span Length(s) (metres):
Garrison Creek 1.60 1.60 2018/06/25
3600 09 Cascades Natural Resource District
Steel I-beam
Timber - Untreated Timber Planks
19.8
10 662074 5453051
Ron Peace 2015
1
Access:
19.4
ABUTMENTS
GoodBearings
GoodBracing
FairBallast Wall At both ends of the bridge there are 8x8 timber and plank stacked on ballast top to
bring it to deck grade. Is this a new design or was there issues attaching the
balllast wall. There is no tag on this structure
GoodCorrosion Protection
GoodCaps or Sills
GoodFill
GoodHardware
GoodPiles or Posts
FairRiprap Steep and no toe protection @ #2
Not ApplicableWing Wall
APPROACHES
FairAlignment Slight jog in approach form low chain (#2), grade down onto the bridge from both
appraoches is5- 6%
0Bridge Ahead Signs Missing
NoBrushing Required
0Delineator Missing Left(approaching structure)
0Delineator Missing Right(approaching structure)
GoodFender Condition
nonePosted Load Rating
GoodRoad Surface
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 113 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001A
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:TKA017 K1625 FOURTH BROTHER 2015/06/25
Permanent Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
DECK
Span 1
FairCurb Rail/Blocks/Posts Not bevel cut on ends
GoodDeck to Girder Bolts
FairHardware Bolts not countersunk
Not ApplicableHand Rails/Walkouts
FairNails Not many/plank
GoodOverall Deck Condition
GoodRunning Planks
GoodSub Deck
GoodTies
SUPERSTRUCTURE
Span 1
GoodBracing
GoodDiaphrams
GoodGirders
Not ApplicableHardware
Not ApplicableUnder Trussing
CH
AN
NE
LH
AZ
AR
DS
Estimated Present Water Level Depth: Estimated Present Water Level Width:
Estimated High Water Level Clearance:
High Water: Debris:Scour: Aggradation:Ice:
Comment:
No Yes No No No
4.1
0.2 2.0
Monitor toes of both abutments
# Status Priority Estimate Description
RE
PA
IRS
# Description
1 Monitor toe erosion of rip rap
MO
NIT
OR
S
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 114 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001A
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:TKA017 K1625 FOURTH BROTHER 2015/06/25
Permanent Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
GE
NE
RA
L Inspector's
Comment:
At both ends of the bridge there are 8x8 timber and plank stacked on ballast top to bring it to deck grade. Is
this a new design or was there issues attaching the balllast wall. There is no tag on this structure
PEng's
Comment:
GE
NE
RA
L
Professional Inspection Required? Report Status:No
Replacement Date for full log haul traffic (year): Replacement Date for light vehicle traffic (year): 2038
Current Inspection Load Rating: Design Load GVW (tonnes): 68 Design Vehicle Config.: L75
Reviewed By Drew Alway on 4/19/2016 10:45:16AM
68
GE
NE
RA
L
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 115 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001B
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:WO 1619 K1642 THREE BROTHERS 2016/07/06
Log Stringer Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
Inspector Name:
UTM Zone:
Total Length (metres):
Abutments (Left/Right): (looking downstream)Superstructure
Project File ID #:
KM:
Br.
User km:
Forest District:
Crossing Name: Next Inspection Date:
Other
UTM Easting:
# Spans:
Year Superstructure Installed:
Running Surface:Deck Type:
UTM Northing:
Span Length(s) (metres):
Copper Creek 0.20 0.20 2018/07/06
3600 13 Cascades Natural Resource District
Steel I-beam
Timber - Untreated - Panels Timber Planks
15.2
10 661895 5455249
Ron Peace 2015
1
Access:
15.2
ABUTMENTS
GoodBearings
UnratedBracing Mostly buried
GoodBallast Wall
GoodCorrosion Protection
GoodCaps or Sills
GoodFill
GoodGeneral Abutment Condition
GoodHardware
GoodPiles or Posts
FairRiprap THe rip rap is not keyed in well at the toe of both abutments
Not ApplicableWing Wall
APPROACHES
FairAlignment The #2 approach is on a steep hill and slight corner.
0Bridge Ahead Signs Missing The #2 is falling over
NoBrushing Required
0Delineator Missing Left(approaching structure)
0Delineator Missing Right(approaching structure)
GoodFender Condition
nonePosted Load Rating
FairRoad Surface Ungraded and rough
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 116 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001B
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:WO 1619 K1642 THREE BROTHERS 2016/07/06
Log Stringer Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
DECK
Span 1
GoodCurb Rail/Blocks/Posts
GoodDeck to Girder Bolts
GoodHardware
Not ApplicableHand Rails/Walkouts
GoodNails
GoodOverall Deck Condition
GoodRunning Planks
GoodSub Deck
GoodTies
SUPERSTRUCTURE
Span 1
GoodBracing
GoodDiaphrams
GoodGirders
GoodHardware
Not ApplicableUnder Trussing
CH
AN
NE
LH
AZ
AR
DS
Estimated Present Water Level Depth: Estimated Present Water Level Width:
Estimated High Water Level Clearance:
High Water: Debris:Scour: Aggradation:Ice:
Comment:
No No No No No
1.4
0.3 4.3
Some scour potential at the rip rap toes
# Status Priority Estimate Description
RE
PA
IRS
# Description
MO
NIT
OR
S
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 117 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001B
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:WO 1619 K1642 THREE BROTHERS 2016/07/06
Log Stringer Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
GE
NE
RA
L Inspector's
Comment:
PEng's
Comment:
GE
NE
RA
L
Professional Inspection Required? Report Status:No
Replacement Date for full log haul traffic (year): Replacement Date for light vehicle traffic (year): 2048
Current Inspection Load Rating: Design Load GVW (tonnes): 68 Design Vehicle Config.: L75
Reviewed By Drew Alway on 2/6/2017 3:27:10PM
68
GE
NE
RA
L
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 118 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001A
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K1347 K1347 HORNET-MYSTERY BR 14 2016/07/10
Permanent Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
Inspector Name:
UTM Zone:
Total Length (metres):
Abutments (Left/Right): (looking downstream)Superstructure
Project File ID #:
KM:
Br.
User km:
Forest District:
Crossing Name: Next Inspection Date:
Steel Pipe and Precast Pad
UTM Easting:
# Spans:
Year Superstructure Installed:
Running Surface:Deck Type:
UTM Northing:
Span Length(s) (metres):
Allison Cr 0.09 18.00 2019/07/10
3601 14 Cascades Natural Resource District
Steel I-beam
Timber - Treated Timber Planks
9.1
10 676179 5510158
Ron Peace 2005
1
The Mystery Lake is accessed from the Dillard FSR via Hornet to 18K turnoff then 0.8 km to new road start, thence 150m
northerly.
Access:
9
ABUTMENTS
GoodBearings
GoodBracing
FairBallast Wall Not connected to superstructure
Not ApplicableCorrosion Protection
GoodCaps or Sills
FairFill
GoodHardware
GoodPiles or Posts
GoodRiprap
Not ApplicableWing Wall
APPROACHES
PoorAlignment Not vertically aligned well, the #2 is very low but #1 is less so.
0Bridge Ahead Signs Missing
YesBrushing Required
0Delineator Missing Left(approaching structure)
0Delineator Missing Right
Repaired at inspection(approaching structure)
NoneFender Condition
nonePosted Load Rating
PoorRoad Surface Pot holed and low at both ends of the bridge
DECK
Span 1
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 119 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001A
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K1347 K1347 HORNET-MYSTERY BR 14 2016/07/10
Permanent Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
FairCurb Rail/Blocks/Posts Punky
GoodDeck to Girder Bolts
GoodHardware
Not ApplicableHand Rails/Walkouts
GoodNails
FairOverall Deck Condition
FairRunning Planks Worn, dirty
GoodSub Deck
GoodTies
SUPERSTRUCTURE
Span 1
GoodBracing
GoodDiaphrams
GoodGirders
GoodHardware
Not ApplicableUnder Trussing
CH
AN
NE
LH
AZ
AR
DS
Estimated Present Water Level Depth: Estimated Present Water Level Width:
Estimated High Water Level Clearance:
High Water: Debris:Scour: Aggradation:Ice:
Comment:
No No No No No
1.8
0.2 2.2
# Status Priority Estimate Description
1 $1,000.00 Bring both approach up to the level of the deck.HighRequired
2 $150.00 Brush out around bridgeMediumRequiredRE
PA
IRS
# Description
MO
NIT
OR
SG
EN
ER
AL Inspector's
Comment:
Deck and subdeck are untreated. Bridge ahead signs have been installed
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 120 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001A
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K1347 K1347 HORNET-MYSTERY BR 14 2016/07/10
Permanent Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
The repair of the approaches for this structure through addition of fill should be completed and was first
identified in 2013. This should be completed prior to industrial hauling to ensure no damage to the structure or
decking occurs.
PEng's
Comment:
GE
NE
RA
L
Professional Inspection Required? Report Status:No
Replacement Date for full log haul traffic (year): Replacement Date for light vehicle traffic (year): 2045 2050
Current Inspection Load Rating: Design Load GVW (tonnes): 68 Design Vehicle Config.: L75
Reviewed By Drew Alway on 12/6/2016 2:03:39PM
68
GE
NE
RA
L
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 121 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001B
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K1396 K1396 HORNET BR 16 2014/06/27
Log Stringer Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
Inspector Name:
UTM Zone:
Total Length (metres):
Abutments (Left/Right): (looking downstream)Superstructure
Project File ID #:
KM:
Br.
User km:
Forest District:
Crossing Name: Next Inspection Date:
Crib, Log or Untreated Timber
UTM Easting:
# Spans:
Year Superstructure Installed:
Running Surface:Deck Type:
UTM Northing:
Span Length(s) (metres):
Allison Cr 0.00 16.70 2017/06/27
3601 16 Cascades Natural Resource District
Steel I-beam
Timber - Treated Timber Planks
12.2
10 675508 5511087
Ben Pellett 2004
1
Access:
0
ABUTMENTS
GoodBearings difficult to see LT: unrated
Not ApplicableBracing
FairBallast Wall
Not ApplicableCorrosion Protection
UnratedCaps or Sills difficult to assess due to low clearance
GoodFill
UnratedHardware not visible
UnratedLog/Timber Cribs n/a
Not ApplicablePiles or Posts
Not ApplicableRiprap no riprap
Not ApplicableTie-backs
Not ApplicableWing Wall
APPROACHES
FairAlignment
0Bridge Ahead Signs Missing
NoBrushing Required
0Delineator Missing Left(approaching structure)
0Delineator Missing Right(approaching structure)
NoneFender Condition
NonePosted Load Rating
FairRoad Surface needs ditches
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 122 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001B
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K1396 K1396 HORNET BR 16 2014/06/27
Log Stringer Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
DECK
Span 1
FairCurb Rail/Blocks/Posts
GoodDeck to Girder Bolts
FairHardware
Not ApplicableHand Rails/Walkouts
FairNails
FairOverall Deck Condition
PoorRunning Planks very worn, replacements needed. LT: no photo depicting wear.
GoodSub Deck
FairTies
SUPERSTRUCTURE
Span 1
FairBracing LT: Rated fair in previous inspection.
GoodDiaphrams
GoodGirders LT: Rated fair in previous inspection.
GoodHardware
Not ApplicableUnder Trussing
CH
AN
NE
LH
AZ
AR
DS
Estimated Present Water Level Depth: Estimated Present Water Level Width:
Estimated High Water Level Clearance:
High Water: Debris:Scour: Aggradation:Ice:
Comment:
No No No No No
1.5
0.5 1.2
# Status Priority Estimate Description
1 $500.00 Clean inlets
LT: and brush grown in vegetation close to structure.
HighRequired
RE
PA
IRS
# Description
MO
NIT
OR
S
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 123 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001B
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K1396 K1396 HORNET BR 16 2014/06/27
Log Stringer Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
GE
NE
RA
L Inspector's
Comment:
LT (2014/12/12) No comments on the culverts installed below this bridge. Debris at inlet of culverts is a risk for
culvert fill to be washed out. Ties condition and bearings also need to be assessed. No evidence of drilling
timber components for rot depth. No photos showing deck wear as indicated in inspection. For long term use
of this crossing, culverts should be removed.
PEng's
Comment:
GE
NE
RA
L
Professional Inspection Required? Report Status:No
Replacement Date for full log haul traffic (year): Replacement Date for light vehicle traffic (year): 2029 2034
Current Inspection Load Rating: Design Load GVW (tonnes): 68 Design Vehicle Config.: L75
Accepted By Lester Thiessen on 12/18/2014 8:33:57AM
68
GE
NE
RA
L
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 124 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001C
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K1161 K1161 LALUWISSIN-N. LALUWI 2016/06/16
Major Culvert Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
Inlet Cover (mm):
Culvert Length (metres):
UTM Northing:
Opening Width (mm):
Culvert Material:
Outlet Cover (mm):
Gradient (%):
UTM Easting:
Opening Height (mm):
UTM Zone:
Footing Type:
Culvert Type:
Inspector Name:
KM:
Project File ID #:
User km:
Br.
Crossing Name:
Forest District:
Next Inspection Date:Laluwissin Cr trib 0.00 17.00 2019/06/16
4156 02 Cascades Natural Resource District
Round Corrugated Steel
0 0
0.0
20.0 1,800 1,800
10 599720 5596136
Ron Peace 2006
Access:
Year Superstructure Installed:
APPROACHES
GoodAlignment
0Bridge Ahead Signs Missing None required
NoBrushing Required
0Delineator Missing Left(approaching structure)
0Delineator Missing Right(approaching structure)
NoneFender Condition
nonePosted Load Rating
FairRoad Surface
CULVERT ELEMENT
Not ApplicableBaffles
Not ApplicableBolted Connections
GoodCoupled Connections
GoodCoating
GoodEmbedment Materials Some loss of fines at the outlet, 2.5 m in
GoodFill
GoodFloor
Not ApplicableFooting
GoodHead Wall
GoodInlet
GoodOutlet
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 125 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001C
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K1161 K1161 LALUWISSIN-N. LALUWI 2016/06/16
Major Culvert Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
GoodOverall
GoodRiprap
GoodRoof
GoodSide Walls
Not ApplicableTrash Rack
Not ApplicableWiers/Backwater Structures
GoodWing Wall
CH
AN
NE
LH
AZ
AR
DS
Estimated Present Water Level Depth: Estimated Present Water Level Width:
Estimated High Water Level Clearance:
High Water: Debris:Scour: Aggradation:Ice:
Comment:
No No No No No
0.6
0.1 1.7
# Status Priority Estimate Description
RE
PA
IRS
# Description
1 Monitor embeded materials, appears to be funtioning well
MO
NIT
OR
SG
EN
ER
AL Inspector's
Comment:
Ten years in and this embeded culvert is working well. Some loss of fines in the last 2.5 m. at the oulet
PEng's
Comment:
GE
NE
RA
L
Professional Inspection Required? Report Status:No
Replacement Date for full log haul traffic (year): Replacement Date for light vehicle traffic (year): 2041 2046
Current Inspection Load Rating: Design Load GVW (tonnes): 63 Design Vehicle Config.: CL625
Reviewed By Drew Alway on 12/6/2016 1:50:49PM
63
GE
NE
RA
L
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 126 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001A
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K714 K714 SPIUS CREEK 2016/06/27
Permanent Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
Inspector Name:
UTM Zone:
Total Length (metres):
Abutments (Left/Right): (looking downstream)Superstructure
Project File ID #:
KM:
Br.
User km:
Forest District:
Crossing Name: Next Inspection Date:
Steel Pipe and Precast Pad
UTM Easting:
# Spans:
Year Superstructure Installed:
Running Surface:Deck Type:
UTM Northing:
Span Length(s) (metres):
S Fork Spius 14.48 14.30 2019/06/27
4332 01 Cascades Natural Resource District
Concrete Slab Girders
Concrete Concrete
12.0
10 635612 5533301
Ron Peace 1994
1
Access:
0
ABUTMENTS
GoodBearings
Not ApplicableBracing
UnratedBallast Wall None
Not ApplicableCorrosion Protection
GoodCaps or Sills The #1 is chipped along its top edge
FairFill At #2 the fill does not extend up to the base of the sill
Not ApplicableHardware
GoodPiles or Posts
FairRiprap Large and round some scour along the toe and at the up sream corner of #1
Not ApplicableWing Wall
APPROACHES
GoodAlignment
0Bridge Ahead Signs Missing
YesBrushing Required
0Delineator Missing Left(approaching structure)
0Delineator Missing Right(approaching structure)
NoneFender Condition
nonePosted Load Rating
GoodRoad Surface
DECK
Span 1
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 127 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001A
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K714 K714 SPIUS CREEK 2016/06/27
Permanent Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
GoodConcrete Deck
GoodCurb Rail/Blocks/Posts
FairDeck Joints A few voids
Not ApplicableGrout Pockets
GoodHardware
Not ApplicableHand Rails/Walkouts
GoodOverall Deck Condition
GoodRunning Surface
SUPERSTRUCTURE
Span 1
Not ApplicableBracing
Not ApplicableHardware
GoodWelded/grouted shear connectors The girder panels have many hair line cracks
CH
AN
NE
LH
AZ
AR
DS
Estimated Present Water Level Depth: Estimated Present Water Level Width:
Estimated High Water Level Clearance:
High Water: Debris:Scour: Aggradation:Ice:
Comment:
No Yes No No No
2.2
0.2 3.8
Large and round some scour along the toe and at the up sream corner of #1
# Status Priority Estimate Description
1 $200.00 Brush out bridgeMediumRequired
RE
PA
IRS
# Description
1 Large and round some scour along the toe and at the up sream corner of #1
MO
NIT
OR
SG
EN
ER
AL Inspector's
Comment:
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 128 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001A
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K714 K714 SPIUS CREEK 2016/06/27
Permanent Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
PEng's
Comment:
GE
NE
RA
L
Professional Inspection Required? Report Status:No
Replacement Date for full log haul traffic (year): Replacement Date for light vehicle traffic (year): 2043 2048
Current Inspection Load Rating: Design Load GVW (tonnes): 68 Design Vehicle Config.: L75
Reviewed By Drew Alway on 1/25/2017 2:30:43PM
68
GE
NE
RA
L
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 129 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001A
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K486 K486 SPIUS CREEK 2016/06/27
Permanent Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
Inspector Name:
UTM Zone:
Total Length (metres):
Abutments (Left/Right): (looking downstream)Superstructure
Project File ID #:
KM:
Br.
User km:
Forest District:
Crossing Name: Next Inspection Date:
Concrete Precast
UTM Easting:
# Spans:
Year Superstructure Installed:
Running Surface:Deck Type:
UTM Northing:
Span Length(s) (metres):
Spius Cr 14.69 14.50 2019/06/27
4332 01 Cascades Natural Resource District
Steel I-beam
Concrete Composite Concrete
22.0
10 635434 5533278
Ron Peace 1990
1
Access:
21.2
ABUTMENTS
GoodBearings
Not ApplicableBracing
GoodBallast Wall
GoodConcrete Precast
Not ApplicableCorrosion Protection
GoodCaps or Sills
GoodFill
GoodHardware
Not ApplicablePiles or Posts
GoodRiprap
Not ApplicableWing Wall
APPROACHES
FairAlignment Junction at both approaches
0Bridge Ahead Signs Missing Junction at both approach, bridge ahead signs may not be required
YesBrushing Required
0Delineator Missing Left(approaching structure)
0Delineator Missing Right(approaching structure)
NoneFender Condition
nonePosted Load Rating f
DECK
Span 1
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 130 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001A
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K486 K486 SPIUS CREEK 2016/06/27
Permanent Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
GoodConcrete Deck
FairCurb Rail/Blocks/Posts Some curb sections have extensive rot and may require replacement before next
inspection
FairDeck Joints Small void at the bulkhead to deck at #1
GoodGrout Pockets
GoodHardware
Not ApplicableHand Rails/Walkouts
FairOverall Deck Condition
GoodRunning Surface
SUPERSTRUCTURE
Span 1
GoodBracing
GoodDiaphrams
GoodGirders
Not ApplicableHardware
Not ApplicableUnder Trussing
CH
AN
NE
LH
AZ
AR
DS
Estimated Present Water Level Depth: Estimated Present Water Level Width:
Estimated High Water Level Clearance:
High Water: Debris:Scour: Aggradation:Ice:
Comment:
No No No No No
2.1
0.8 10.0
# Status Priority Estimate Description
1 $300.00 Clean sillsMediumRequired
2 $200.00 Brush out bridgeMediumRequiredRE
PA
IRS
# Description
1 Some curb sections have extensive rot and may require replacement before next inspection
MO
NIT
OR
SG
EN
ER
AL Inspector's
Comment:
Some curb sections have extensive rot and may require replacement before next inspection
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 131 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001A
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K486 K486 SPIUS CREEK 2016/06/27
Permanent Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
PEng's
Comment:
GE
NE
RA
L
Professional Inspection Required? Report Status:No
Replacement Date for full log haul traffic (year): Replacement Date for light vehicle traffic (year): 2040 2045
Current Inspection Load Rating: Design Load GVW (tonnes): 68 Design Vehicle Config.: L75
Reviewed By Drew Alway on 1/11/2017 4:16:32PM
68
GE
NE
RA
L
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 132 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001A
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K427 K427 SPIUS CREEK 2016/06/27
Permanent Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
Inspector Name:
UTM Zone:
Total Length (metres):
Abutments (Left/Right): (looking downstream)Superstructure
Project File ID #:
KM:
Br.
User km:
Forest District:
Crossing Name: Next Inspection Date:
Concrete Precast
UTM Easting:
# Spans:
Year Superstructure Installed:
Running Surface:Deck Type:
UTM Northing:
Span Length(s) (metres):
Spius Cr 10.35 21.00 2019/06/27
4332 01 Cascades Natural Resource District
Steel I-beam
Concrete Not Available
23.0
10 637607 5536708
Ron Peace 1986
1
Bridge is located at 21 km. by markers.Access:
0
ABUTMENTS
PoorBearings Couvered in gravel
Not ApplicableBracing
GoodBallast Wall
GoodConcrete Precast
Not ApplicableCorrosion Protection
FairCaps or Sills Covered in gravel
GoodFill
Not ApplicableHardware
Not ApplicablePiles or Posts
FairRiprap None at the # 1 its is bedrock
Not ApplicableWing Wall
APPROACHES
GoodAlignment
0Bridge Ahead Signs Missing
NoBrushing Required
0Delineator Missing Left(approaching structure)
0Delineator Missing Right(approaching structure)
NoneFender Condition
nonePosted Load Rating
GoodRoad Surface
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 133 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001A
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K427 K427 SPIUS CREEK 2016/06/27
Permanent Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
DECK
Span 1
GoodCurb Rail/Blocks/Posts
Not ApplicableDeck to Girder Bolts
GoodHardware
Not ApplicableHand Rails/Walkouts
UnratedNails Grouted
GoodOverall Deck Condition
Not ApplicableRunning Planks
UnratedSub Deck None, concrete deck
UnratedTies none
SUPERSTRUCTURE
Span 1
GoodBracing
GoodDiaphrams
GoodGirders
Not ApplicableHardware
Not ApplicableUnder Trussing
CH
AN
NE
LH
AZ
AR
DS
Estimated Present Water Level Depth: Estimated Present Water Level Width:
Estimated High Water Level Clearance:
High Water: Debris:Scour: Aggradation:Ice:
Comment:
No No No No No
2.4
1.2 13.0
# Status Priority Estimate Description
1 $500.00 Clean sillsHighRequired
RE
PA
IRS
# Description
MO
NIT
OR
S
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 134 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001A
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K427 K427 SPIUS CREEK 2016/06/27
Permanent Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
GE
NE
RA
L Inspector's
Comment:
The inspection comments appear to be for another structure, unless the comment refers to the #2 abutment.
Also this structure has concrete deck not ties.
The sill should be cleaned
Updated the concrete deck in CBR. Follow up professional inspection required to determine non-composite or
composite decking and evaluation after that point.
PEng's
Comment:
GE
NE
RA
L
Professional Inspection Required? Report Status:Yes
Replacement Date for full log haul traffic (year): Replacement Date for light vehicle traffic (year): 2036 2041
Current Inspection Load Rating: Design Load GVW (tonnes): 68 Design Vehicle Config.: L75
Reviewed By Drew Alway on 2/6/2017 4:14:09PM
68
GE
NE
RA
L
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 135 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001A
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K1059 K1059 SPIUS CREEK 2013/06/25
Permanent Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
Inspector Name:
UTM Zone:
Total Length (metres):
Abutments (Left/Right): (looking downstream)Superstructure
Project File ID #:
KM:
Br.
User km:
Forest District:
Crossing Name: Next Inspection Date:
Concrete Lock Blocks
UTM Easting:
# Spans:
Year Superstructure Installed:
Running Surface:Deck Type:
UTM Northing:
Span Length(s) (metres):
Unnamed 0.01 22.70 2016/06/25
4332 01 Cascades Natural Resource District
Steel I-beam
Timber - Untreated Timber Planks
10.0
10 627854 5532769
Ali Sadeghi 1965
1
33.5 km by the road markers.Access:
0
ABUTMENTS
PoorBearings no sill
Not ApplicableBracing
GoodBallast Wall
GoodConcrete Lock Blocks three rows.
Not ApplicableCorrosion Protection
PoorCaps or Sills steel - concrete contact
GoodFill
GoodHardware
Not ApplicablePiles or Posts
FairRiprap no rip rap in front - rip rap recently added to the up/s right corner
Not ApplicableWing Wall
APPROACHES
FairAlignment Steep vertical curve woods direction
0Bridge Ahead Signs Missing
YesBrushing Required around delineators
0Delineator Missing Left(approaching structure)
0Delineator Missing Right(approaching structure)
NoneFender Condition
n/aPosted Load Rating not posted
GoodRoad Surface
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 136 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001A
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K1059 K1059 SPIUS CREEK 2013/06/25
Permanent Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
DECK
Span 1
Not ApplicableConcrete Deck timber deck update CBR
GoodCurb Rail/Blocks/Posts timber
PoorDeck to Girder Bolts missing deck to girder bolts in some spots, add more
Not ApplicableDeck Joints timber deck update CBR
Not ApplicableGrout Pockets timber deck update CBR
GoodHardware
Not ApplicableHand Rails/Walkouts
FairNails
GoodOverall Deck Condition
GoodRunning Surface Treated timber
FairRunning Planks
FairSub Deck
FairTies
SUPERSTRUCTURE
Span 1
GoodBracing
FairDiaphrams
FairGirders
FairHardware
Not ApplicableUnder Trussing
CH
AN
NE
LH
AZ
AR
DS
Estimated Present Water Level Depth: Estimated Present Water Level Width:
Estimated High Water Level Clearance:
High Water: Debris:Scour: Aggradation:Ice:
Comment:
No No No No No
2.5
0.5 8.0
# Status Priority Estimate Description
2 $2,000.00 Upgrade girder to deck connection by welding more plates to the girder
and bolting to ties
MediumSuggested
4 $500.00 brush roadLowSuggested
RE
PA
IRS
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 137 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001A
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K1059 K1059 SPIUS CREEK 2013/06/25
Permanent Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
# Description
MO
NIT
OR
SG
EN
ER
AL Inspector's
Comment:
timber deck, update CBR
only 4 cross ties on each side bolted to girder, upgrade girder connection
Deck to girder connection upgrade may be accomplished through additional tie clips if required. If redecked
with timber modules, should have 6 clips or bolt connections per 10 ft section as per ministry standard
drawings. DA.
Refer to Inspection Comments for historical PEng CommentsPEng's
Comment:
GE
NE
RA
L
Professional Inspection Required? Report Status:No
Replacement Date for full log haul traffic (year): Replacement Date for light vehicle traffic (year): 2022 2025
Current Inspection Load Rating: Design Load GVW (tonnes): 63 Design Vehicle Config.:
Accepted By Drew Alway on 1/24/2014 12:00:00AM
63
GE
NE
RA
L
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 138 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001A
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K476 K476 SPIUS CREEK 2015/06/24
Permanent Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
Inspector Name:
UTM Zone:
Total Length (metres):
Abutments (Left/Right): (looking downstream)Superstructure
Project File ID #:
KM:
Br.
User km:
Forest District:
Crossing Name: Next Inspection Date:
Concrete Precast
UTM Easting:
# Spans:
Year Superstructure Installed:
Running Surface:Deck Type:
UTM Northing:
Span Length(s) (metres):
Silver Cr 12.60 23.10 2018/06/24
4332 01 Cascades Natural Resource District
Steel I-beam
Concrete Composite Concrete
16.0
10 636523 5534838
Ron Peace 1990
1
Access:
0
ABUTMENTS
FairBearings The downstream at #2 abutment downstream is dirty
Not ApplicableBracing
GoodBallast Wall
FairConcrete Precast Some damage and exposed rebar at the #2 abutment top edge
Not ApplicableCorrosion Protection
GoodCaps or Sills
GoodFill
GoodHardware
Not ApplicablePiles or Posts
FairRiprap Round and not well placed, erosion at the toe of #2 abutment.
Not ApplicableWing Wall
APPROACHES
GoodAlignment
0Bridge Ahead Signs Missing
NoBrushing Required
0Delineator Missing Left(approaching structure)
0Delineator Missing Right(approaching structure)
NoneFender Condition
nonePosted Load Rating g
DECK
Span 1
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 139 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001A
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K476 K476 SPIUS CREEK 2015/06/24
Permanent Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
GoodConcrete Deck
GoodCurb Rail/Blocks/Posts Newly installed
FairDeck Joints The joint at the ballast wall to first panel is chipped and open
GoodGrout Pockets
GoodHardware
Not ApplicableHand Rails/Walkouts
GoodOverall Deck Condition
GoodRunning Surface
SUPERSTRUCTURE
Span 1
GoodBracing
GoodDiaphrams
GoodGirders
Not ApplicableHardware
Not ApplicableUnder Trussing
CH
AN
NE
LH
AZ
AR
DS
Estimated Present Water Level Depth: Estimated Present Water Level Width:
Estimated High Water Level Clearance:
High Water: Debris:Scour: Aggradation:Ice:
Comment:
No Yes No Yes No
1.7
0.3 5.0
Debris dam upstream of bridge has diverted the histoical flow and caused erosion of the #2 abutment
# Status Priority Estimate Description
1 $1,000.00 Remove debris dam upstream of bridge has diverted the histoical flow
and caused erosion of the #2 abutment
HighRequired
2 $200.00 Fill gap between ballast and deck panelLowRequired
3 $100.00 Clean bearing ar #2 abutmentLowRequired
RE
PA
IRS
# Description
1 Debris dam upstream of bridge has diverted the histoical flow and caused erosion of the #2 abutment
MO
NIT
OR
S
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 140 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001A
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K476 K476 SPIUS CREEK 2015/06/24
Permanent Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
GE
NE
RA
L Inspector's
Comment:
The curb bolts are round machine heads, no washers.
The lack of timber washers should be fixed at time of next curb replacement.PEng's
Comment:
GE
NE
RA
L
Professional Inspection Required? Report Status:No
Replacement Date for full log haul traffic (year): Replacement Date for light vehicle traffic (year): 2040 2045
Current Inspection Load Rating: Design Load GVW (tonnes): 0 Design Vehicle Config.:
Reviewed By Drew Alway on 2/11/2016 2:50:06PM
68
GE
NE
RA
L
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 141 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001A
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K487 K487 SPIUS CREEK 2014/07/16
Permanent Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
Inspector Name:
UTM Zone:
Total Length (metres):
Abutments (Left/Right): (looking downstream)Superstructure
Project File ID #:
KM:
Br.
User km:
Forest District:
Crossing Name: Next Inspection Date:
Steel Pipe and Precast Pad
UTM Easting:
# Spans:
Year Superstructure Installed:
Running Surface:Deck Type:
UTM Northing:
Span Length(s) (metres):
Spius Cr 13.68 24.30 2017/07/16
4332 01 Cascades Natural Resource District
Steel I-beam
Concrete Concrete
24.0
10 636060 5533900
Jean-Guy Bernat 1991
1
Access:
0
ABUTMENTS
GoodBearings
UnratedBracing not visible
GoodBallast Wall welded - 50mm gap on right upstream due to deck panel placement, some soil
falling between rigth Ballast wall and end deck panel
PoorCorrosion Protection not painted
UnratedCaps or Sills none
GoodFill
Not ApplicableHardware
GoodPiles or Posts
GoodRiprap some rounded but oversize
Not ApplicableWing Wall
APPROACHES
GoodAlignment slightly steep vertical
0Bridge Ahead Signs Missing
NoBrushing Required
0Delineator Missing Left(approaching structure)
0Delineator Missing Right(approaching structure)
NoneFender Condition
GoodRoad Surface
DECK
Span 1
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 142 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001A
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K487 K487 SPIUS CREEK 2014/07/16
Permanent Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
GoodConcrete Deck minor chips
PoorCurb Rail/Blocks/Posts some rot, do not meet MoF standard, to be replaced with std MoF block and curb
designs
GoodDeck Joints gap between panels not consistent, LT: third panel from RB on u/s not filled
GoodGrout Pockets
FairHardware few damaged bolts, still functional
Not ApplicableHand Rails/Walkouts
FairOverall Deck Condition due to curbs. LT: not deck photos.
GoodRunning Surface
SUPERSTRUCTURE
Span 1
GoodBracing
GoodDiaphrams
GoodGirders
Not ApplicableHardware welded assembly
Not ApplicableUnder Trussing
CH
AN
NE
LH
AZ
AR
DS
Estimated Present Water Level Depth: Estimated Present Water Level Width:
Estimated High Water Level Clearance:
High Water: Debris:Scour: Aggradation:Ice:
Comment:
No No No No No
2.0
0.6 12.0
# Status Priority Estimate Description
1 $6,000.00 LT: Replace curbs and blocks.HighRequired
2 $2,000.00 LT: Custom fit and glue timber at gap location between ballast wall and
deck to retain fill properly. Form seat may be required to retain filler.
MediumRequiredRE
PA
IRS
# Description
MO
NIT
OR
SG
EN
ER
AL Inspector's
Comment:
Curb and block replacement not completed. Pull back of old birdge fill not completed. Did not repeat these
items in repair list.
GPS Coordinates: zone 10 0636060 E 5533900 Google Earth Place marker not over bridge,
update with new coordinates
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 143 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001A
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K487 K487 SPIUS CREEK 2014/07/16
Permanent Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
LT (2014/12/17): Repair added: Replace curbs and blocks, seal gap location between RB ballast wall and deck
to retain fill properly, previous attempts have failed. No deck photos showing non-standard curbs. Approach
photos taken too far away.
PEng's
Comment:
GE
NE
RA
L
Professional Inspection Required? Report Status:No
Replacement Date for full log haul traffic (year): Replacement Date for light vehicle traffic (year): 2036 2041
Current Inspection Load Rating: Design Load GVW (tonnes): 68 Design Vehicle Config.: L75
Accepted By Lester Thiessen on 12/20/2014 9:12:41AM
68
GE
NE
RA
L
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 144 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001B
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K1057 K1057 SPIUS CREEK 2013/06/25
Log Stringer Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
Inspector Name:
UTM Zone:
Total Length (metres):
Abutments (Left/Right): (looking downstream)Superstructure
Project File ID #:
KM:
Br.
User km:
Forest District:
Crossing Name: Next Inspection Date:
Crib, Log or Untreated Timber
UTM Easting:
# Spans:
Year Superstructure Installed:
Running Surface:Deck Type:
UTM Northing:
Span Length(s) (metres):
Unnamed 20.70 31.30 2015/06/25
4332 01 Cascades Natural Resource District
Steel I-beam
Timber - Untreated Timber Planks
6.0
10 629638 5533004
Ali Sadeghi 1986
1
31.3 km. by road markers.Access:
0
ABUTMENTS
PoorBearings vertical fracture iobserved n timber crib.
Not ApplicableBracing
PoorBallast Wall rotten
Not ApplicableCorrosion Protection
PoorCaps or Sills fractured underneat load path.
FairFill
Not ApplicableHardware
PoorLog/Timber Cribs Timber crib four high, vertical fracture underneath load path as far as bottom timber.
Left abutment crib is bulding
Not ApplicablePiles or Posts
PoorRiprap right bank exposed and scouring observed under timber crib.
Not ApplicableTie-backs
Not ApplicableWing Wall
APPROACHES
FairAlignment
0Bridge Ahead Signs Missing
YesBrushing Required
0Delineator Missing Left(approaching structure)
0Delineator Missing Right(approaching structure)
NoneFender Condition
5Posted Load Rating Update CBR
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 145 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001B
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K1057 K1057 SPIUS CREEK 2013/06/25
Log Stringer Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
PoorRoad Surface Bridge settling caused a bump at left and right approaches.
DECK
Span 1
FairCurb Rail/Blocks/Posts
PoorDeck to Girder Bolts Deck not bolted to girder.
FairHardware
Not ApplicableHand Rails/Walkouts
FairNails
FairOverall Deck Condition
FairRunning Planks
UnratedSub Deck no present
PoorTies Rot at ends and some have rot in the center of the tie.
SUPERSTRUCTURE
Span 1
Not ApplicableBracing
FairDiaphrams
FairGirders Paint chipping off
FairHardware
Not ApplicableUnder Trussing
CH
AN
NE
LH
AZ
AR
DS
Estimated Present Water Level Depth: Estimated Present Water Level Width:
Estimated High Water Level Clearance:
High Water: Debris:Scour: Aggradation:Ice:
Comment:
No No No No No
1.5
0.3 3.0
# Status Priority Estimate Description
1 $60,000.00 Replace structure prior to any loading above a pickup truckHighSuggested
RE
PA
IRS
# Description
1 To continue to monitor structure for load rating
MO
NIT
OR
S
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 146 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001B
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K1057 K1057 SPIUS CREEK 2013/06/25
Log Stringer Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
GE
NE
RA
L Inspector's
Comment:
Bridge should be inspected prior to passage of of any industrial traffic.
Users should plan for removal of this structure within the next two years. As the deck will deteriorate beyond
use by 5 tonnes loads within this period. DA.
Refer to Inspection Comments for historical PEng CommentsPEng's
Comment:
GE
NE
RA
L
Professional Inspection Required? Report Status:Yes
Replacement Date for full log haul traffic (year): Replacement Date for light vehicle traffic (year): 2008 2014
Current Inspection Load Rating: Design Load GVW (tonnes): 63 Design Vehicle Config.:
Accepted By Drew Alway on 1/24/2014 12:00:00AM
5
GE
NE
RA
L
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 147 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001A
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K1058 K1058 SPIUS CREEK 2013/06/25
Permanent Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
Inspector Name:
UTM Zone:
Total Length (metres):
Abutments (Left/Right): (looking downstream)Superstructure
Project File ID #:
KM:
Br.
User km:
Forest District:
Crossing Name: Next Inspection Date:
Concrete Lock Blocks
UTM Easting:
# Spans:
Year Superstructure Installed:
Running Surface:Deck Type:
UTM Northing:
Span Length(s) (metres):
Unnamed 22.57 33.20 2016/06/25
4332 01 Cascades Natural Resource District
Steel I-beam
Concrete Concrete
9.9
10 627951 5532956
Ali Sadeghi 1965
1
33.2 km by the road markers.Access:
0
ABUTMENTS
PoorBearings Not present, right abutment lock block cracked where girder is rested is directly
rested on concrete.
Not ApplicableBracing
FairBallast Wall excessive rot
FairConcrete Lock Blocks
Not ApplicableCorrosion Protection
PoorCaps or Sills No cap or bearing pad, right abutment lock block cracked where girder is rested.
PoorFill d/s left abutment scour causing bank to fail into creek.
Not ApplicableHardware
Not ApplicablePiles or Posts
PoorRiprap no rip rap in the front and lack of rip rap d/s left corner has led to major scour
PoorWing Wall rotten logs
APPROACHES
FairAlignment on sharp h-curve.
0Bridge Ahead Signs Missing
NoBrushing Required
0Delineator Missing Left(approaching structure)
0Delineator Missing Right(approaching structure)
NoneFender Condition
n/aPosted Load Rating design load limit indicate as 0 on file - update CBR
FairRoad Surface
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 148 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001A
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K1058 K1058 SPIUS CREEK 2013/06/25
Permanent Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
DECK
Span 1
FairConcrete Deck u/s right approach panel fractured underneath and rebar exposed
GoodCurb Rail/Blocks/Posts
FairDeck Joints sealed
Not ApplicableGrout Pockets
GoodHardware
Not ApplicableHand Rails/Walkouts
FairOverall Deck Condition
GoodRunning Surface
SUPERSTRUCTURE
Span 1
GoodBracing
GoodDiaphrams
FairGirders Non-weathering steel paint peeling off
GoodHardware
Not ApplicableUnder Trussing
CH
AN
NE
LH
AZ
AR
DS
Estimated Present Water Level Depth: Estimated Present Water Level Width:
Estimated High Water Level Clearance:
High Water: Debris:Scour: Aggradation:Ice:
Comment:
No Yes No No No
2.2
0.5 6.0
# Status Priority Estimate Description
2 $1,000.00 clean debris off girders a bearingHighSuggested
3 $2,000.00 rip rap d/s left abutment to avoid scour (1 load of D50 750mm rip rap)HighSuggested
4 $1,000.00 repair the damage to panel to ensure rebar not exposed.
Utilize sikatop 123 product and ensure 50 mm of grout coverage. With
hand tools, remove as much rust as feasible. Prior to grout repair. DA.
MediumSuggested
RE
PA
IRS
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 149 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001A
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K1058 K1058 SPIUS CREEK 2013/06/25
Permanent Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
# Description
1 Monitor girders, paint peeling off.
2 Monitor scourMO
NIT
OR
SG
EN
ER
AL Inspector's
Comment:
D/S left approach is scouring. Rip rap should be added.
Upon next inspection users should be prepared to install a new timber sill to better distribute the load and
replacement of balllast wall timbers will be required at that point. Structure is 48 years old at this point and will
continue to provide service for 5 to 10 more years if properly maintained. DA.
Refer to Inspection Comments for historical PEng CommentsPEng's
Comment:
GE
NE
RA
L
Professional Inspection Required? Report Status:No
Replacement Date for full log haul traffic (year): Replacement Date for light vehicle traffic (year): 2018 2020
Current Inspection Load Rating: Design Load GVW (tonnes): 54 Design Vehicle Config.: L60
Accepted By Drew Alway on 1/24/2014 12:00:00AM
63
GE
NE
RA
L
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 150 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001A
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K626 K626 SPIUS SOUTH 2016/06/27
Permanent Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
Inspector Name:
UTM Zone:
Total Length (metres):
Abutments (Left/Right): (looking downstream)Superstructure
Project File ID #:
KM:
Br.
User km:
Forest District:
Crossing Name: Next Inspection Date:
Steel Pipe and Precast Pad
UTM Easting:
# Spans:
Year Superstructure Installed:
Running Surface:Deck Type:
UTM Northing:
Span Length(s) (metres):
S Fork Spius 3.66 19.50 2019/06/27
4332 02 Cascades Natural Resource District
Steel I-beam
Concrete Concrete
17.4
10 635062 5530435
Ron Peace 2001
1
Access:
0
ABUTMENTS
GoodBearings
GoodBracing
GoodBallast Wall
GoodCorrosion Protection
GoodCaps or Sills
FairFill Does not extend up to the base of the bulhead
GoodHardware
GoodPiles or Posts
GoodRiprap
Not ApplicableWing Wall
APPROACHES
GoodAlignment Tight corner
0Bridge Ahead Signs Missing Grown in
NoBrushing Required
0Delineator Missing Left(approaching structure)
0Delineator Missing Right(approaching structure)
NoneFender Condition
nonePosted Load Rating
GoodRoad Surface
DECK
Span 1
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 151 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001A
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K626 K626 SPIUS SOUTH 2016/06/27
Permanent Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
GoodConcrete Deck
FairCurb Rail/Blocks/Posts Rot values are elevated in some curbs and risers, may need upgrading prior to the
next inspection
GoodDeck Joints
GoodGrout Pockets
GoodHardware
Not ApplicableHand Rails/Walkouts
GoodOverall Deck Condition
GoodRunning Surface
SUPERSTRUCTURE
Span 1
GoodBracing
GoodDiaphrams
GoodGirders Some rocks and gravel on flanges
GoodHardware
Not ApplicableUnder Trussing
CH
AN
NE
LH
AZ
AR
DS
Estimated Present Water Level Depth: Estimated Present Water Level Width:
Estimated High Water Level Clearance:
High Water: Debris:Scour: Aggradation:Ice:
Comment:
No No No No No
2.3
0.2 7.8
# Status Priority Estimate Description
1 $150.00 Clean girder flangesLowRequired
2 $250.00 Brush out bridge ahead signsMediumRequiredRE
PA
IRS
# Description
1 Rot values are elevated in some curbs and risers, may need upgrading prior to the next inspection
MO
NIT
OR
SG
EN
ER
AL Inspector's
Comment:
Rot values are elevated in some curbs and risers, may need upgrading prior to the next inspection
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 152 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001A
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K626 K626 SPIUS SOUTH 2016/06/27
Permanent Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
This bridge would be a good candidate for treated timber bracket blocks and treated timber risers in the future.
Once the curb replacement is required.
PEng's
Comment:
GE
NE
RA
L
Professional Inspection Required? Report Status:No
Replacement Date for full log haul traffic (year): Replacement Date for light vehicle traffic (year): 2045 2050
Current Inspection Load Rating: Design Load GVW (tonnes): 68 Design Vehicle Config.: L75
Reviewed By Drew Alway on 1/18/2017 1:38:37PM
68
GE
NE
RA
L
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 153 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001A
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K434 K434 PROSPECT MINER A 2015/06/15
Permanent Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
Inspector Name:
UTM Zone:
Total Length (metres):
Abutments (Left/Right): (looking downstream)Superstructure
Project File ID #:
KM:
Br.
User km:
Forest District:
Crossing Name: Next Inspection Date:
Concrete Precast
UTM Easting:
# Spans:
Year Superstructure Installed:
Running Surface:Deck Type:
UTM Northing:
Span Length(s) (metres):
Prospect Cr 0.09 13.60 2018/06/15
4669 02 Cascades Natural Resource District
Steel I-beam
Concrete Concrete
21.3
10 632433 5545053
Ron Peace 1999
1
Bridge is located at 24.1 km by markers.Access:
0
ABUTMENTS
GoodBearings
GoodBracing
GoodBallast Wall
GoodConcrete Precast
PoorCorrosion Protection none
GoodCaps or Sills
GoodFill
GoodHardware
GoodPiles or Posts
GoodRiprap
Not ApplicableWing Wall
APPROACHES
GoodAlignment
0Bridge Ahead Signs Missing
YesBrushing Required
0Delineator Missing Left(approaching structure)
0Delineator Missing Right(approaching structure)
NoneFender Condition
GoodRoad Surface
DECK
Span 1
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 154 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001A
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K434 K434 PROSPECT MINER A 2015/06/15
Permanent Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
GoodConcrete Deck
GoodCurb Rail/Blocks/Posts
GoodDeck Joints
GoodGrout Pockets
GoodHardware
Not ApplicableHand Rails/Walkouts
GoodOverall Deck Condition
GoodRunning Surface
SUPERSTRUCTURE
Span 1
GoodBracing
GoodDiaphrams
GoodGirders
GoodHardware
Not ApplicableUnder Trussing
CH
AN
NE
LH
AZ
AR
DS
Estimated Present Water Level Depth: Estimated Present Water Level Width:
Estimated High Water Level Clearance:
High Water: Debris:Scour: Aggradation:Ice:
Comment:
No No No No No
1.5
0.3 10.0
# Status Priority Estimate Description
RE
PA
IRS
# Description
MO
NIT
OR
SG
EN
ER
AL Inspector's
Comment:
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 155 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001A
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K434 K434 PROSPECT MINER A 2015/06/15
Permanent Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
PEng's
Comment:
GE
NE
RA
L
Professional Inspection Required? Report Status:No
Replacement Date for full log haul traffic (year): Replacement Date for light vehicle traffic (year): 2045 2050
Current Inspection Load Rating: Design Load GVW (tonnes): 0 Design Vehicle Config.:
Reviewed By Drew Alway on 2/11/2016 2:05:31PM
68
GE
NE
RA
L
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 156 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001A
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K870 K870 PROSPECT MINER A 2016/06/28
Permanent Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
Inspector Name:
UTM Zone:
Total Length (metres):
Abutments (Left/Right): (looking downstream)Superstructure
Project File ID #:
KM:
Br.
User km:
Forest District:
Crossing Name: Next Inspection Date:
Steel Pipe and Precast Pad
UTM Easting:
# Spans:
Year Superstructure Installed:
Running Surface:Deck Type:
UTM Northing:
Span Length(s) (metres):
Miner Cr 0.28 13.70 2019/06/28
4669 02 Cascades Natural Resource District
Steel I-beam
Concrete Concrete
13.0
10 632431 5544828
Ron Peace 1997
1
Access:
0
ABUTMENTS
GoodBearings
GoodBracing
GoodBallast Wall
FairCorrosion Protection Pipes are painted
GoodCaps or Sills
FairFill Does not extend up to the base of the bulkhead
GoodHardware
GoodPiles or Posts
FairRiprap Steep and round
Not ApplicableWing Wall
APPROACHES
GoodAlignment
0Bridge Ahead Signs Missing
YesBrushing Required
0Delineator Missing Left(approaching structure)
0Delineator Missing Right(approaching structure)
NoneFender Condition
nonePosted Load Rating
GoodRoad Surface
DECK
Span 1
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 157 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001A
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K870 K870 PROSPECT MINER A 2016/06/28
Permanent Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
GoodConcrete Deck
GoodCurb Rail/Blocks/Posts
GoodDeck Joints
Not ApplicableGrout Pockets
GoodHardware
Not ApplicableHand Rails/Walkouts
GoodOverall Deck Condition
GoodRunning Surface
SUPERSTRUCTURE
Span 1
GoodBracing
GoodDiaphrams
GoodGirders
Not ApplicableHardware
Not ApplicableUnder Trussing
CH
AN
NE
LH
AZ
AR
DS
Estimated Present Water Level Depth: Estimated Present Water Level Width:
Estimated High Water Level Clearance:
High Water: Debris:Scour: Aggradation:Ice:
Comment:
No No No No No
2.2
0.6 10.0
# Status Priority Estimate Description
RE
PA
IRS
# Description
1 Continue to monitor rip rap stability
MO
NIT
OR
SG
EN
ER
AL Inspector's
Comment:
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 158 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001A
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K870 K870 PROSPECT MINER A 2016/06/28
Permanent Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
PEng's
Comment:
GE
NE
RA
L
Professional Inspection Required? Report Status:No
Replacement Date for full log haul traffic (year): Replacement Date for light vehicle traffic (year): 2057 2062
Current Inspection Load Rating: Design Load GVW (tonnes): 68 Design Vehicle Config.: L75
Reviewed By Drew Alway on 2/2/2017 1:36:20PM
68
GE
NE
RA
L
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 159 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001A
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K1437 K1437 PROSPECT MINER A 2015/06/15
Permanent Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
Inspector Name:
UTM Zone:
Total Length (metres):
Abutments (Left/Right): (looking downstream)Superstructure
Project File ID #:
KM:
Br.
User km:
Forest District:
Crossing Name: Next Inspection Date:
Steel Pipe and Precast Pad
UTM Easting:
# Spans:
Year Superstructure Installed:
Running Surface:Deck Type:
UTM Northing:
Span Length(s) (metres):
Silver Cr 10.28 23.60 2018/06/15
4669 02 Cascades Natural Resource District
Concrete Slab Girders
Concrete Concrete
11.6
10 631666 5538280
Ron Peace 2008
1
Access:
11
ABUTMENTS
GoodBearings
Not ApplicableBracing
GoodBallast Wall
Not ApplicableCorrosion Protection
GoodCaps or Sills
GoodFill
Not ApplicableHardware
Not ApplicablePiles or Posts
GoodRiprap
Not ApplicableWing Wall
APPROACHES
GoodAlignment
0Bridge Ahead Signs Missing
NoBrushing Required
0Delineator Missing Left(approaching structure)
0Delineator Missing Right(approaching structure)
NoneFender Condition
GoodRoad Surface
DECK
Span 1
GoodConcrete Deck
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 160 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001A
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K1437 K1437 PROSPECT MINER A 2015/06/15
Permanent Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
GoodCurb Rail/Blocks/Posts
GoodDeck Joints
GoodGrout Pockets
GoodHardware
Not ApplicableHand Rails/Walkouts
GoodOverall Deck Condition
GoodRunning Surface
SUPERSTRUCTURE
Span 1
Not ApplicableBracing
Not ApplicableHardware
GoodWelded/grouted shear connectors
CH
AN
NE
LH
AZ
AR
DS
Estimated Present Water Level Depth: Estimated Present Water Level Width:
Estimated High Water Level Clearance:
High Water: Debris:Scour: Aggradation:Ice:
Comment:
No No No No No
2.2
0.2 2.9
# Status Priority Estimate Description
RE
PA
IRS
# Description
MO
NIT
OR
SG
EN
ER
AL Inspector's
Comment:
PEng's
Comment:
GE
NE
RA
L
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 161 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001A
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K1437 K1437 PROSPECT MINER A 2015/06/15
Permanent Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
Professional Inspection Required? Report Status:No
Replacement Date for full log haul traffic (year): Replacement Date for light vehicle traffic (year): 2058 2068
Current Inspection Load Rating: Design Load GVW (tonnes): 63 Design Vehicle Config.: BCL625
Reviewed By Drew Alway on 2/11/2016 1:14:12PM
63
GE
NE
RA
L
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 162 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001A
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K1438 K1438 PROSPECT MINER A 2015/06/15
Permanent Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
Inspector Name:
UTM Zone:
Total Length (metres):
Abutments (Left/Right): (looking downstream)Superstructure
Project File ID #:
KM:
Br.
User km:
Forest District:
Crossing Name: Next Inspection Date:
Steel Pipe and Precast Pad
UTM Easting:
# Spans:
Year Superstructure Installed:
Running Surface:Deck Type:
UTM Northing:
Span Length(s) (metres):
Silver Cr 12.24 25.50 2018/06/15
4669 02 Cascades Natural Resource District
Concrete Slab Girders
Concrete Concrete
11.6
10 630743 5536844
Ron Peace 2008
1
Access:
11
ABUTMENTS
GoodBearings
Not ApplicableBracing
GoodBallast Wall
Not ApplicableCorrosion Protection
GoodCaps or Sills
GoodFill
Not ApplicableHardware
Not ApplicablePiles or Posts
FairRiprap Some erosion @ the upstream toe of the #1 abutment
Not ApplicableWing Wall
APPROACHES
FairAlignment
0Bridge Ahead Signs Missing
NoBrushing Required
0Delineator Missing Left(approaching structure)
0Delineator Missing Right(approaching structure)
GoodFender Condition
FairRoad Surface Setttled at the end of bridge #1 approach
DECK
Span 1
GoodConcrete Deck
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 163 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001A
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K1438 K1438 PROSPECT MINER A 2015/06/15
Permanent Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
GoodCurb Rail/Blocks/Posts
GoodDeck Joints
Not ApplicableGrout Pockets
GoodHardware
Not ApplicableHand Rails/Walkouts
GoodOverall Deck Condition
GoodRunning Surface
SUPERSTRUCTURE
Span 1
Not ApplicableBracing
Not ApplicableHardware
GoodWelded/grouted shear connectors
CH
AN
NE
LH
AZ
AR
DS
Estimated Present Water Level Depth: Estimated Present Water Level Width:
Estimated High Water Level Clearance:
High Water: Debris:Scour: Aggradation:Ice:
Comment:
No Yes No No No
1.9
0.1 2.1
Some erosion @ the upstream toe of the #1 abutment
# Status Priority Estimate Description
1 $100.00 Brush out bridge ahead signsLowComplete
RE
PA
IRS
# Description
1 Some erosion @ the upstream toe of the #1 abutment
MO
NIT
OR
SG
EN
ER
AL Inspector's
Comment:
PEng's
Comment:
GE
NE
RA
L
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 164 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001A
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K1438 K1438 PROSPECT MINER A 2015/06/15
Permanent Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
Professional Inspection Required? Report Status:No
Replacement Date for full log haul traffic (year): Replacement Date for light vehicle traffic (year): 2058 2068
Current Inspection Load Rating: Design Load GVW (tonnes): 63 Design Vehicle Config.: BCL625
Reviewed By Drew Alway on 2/11/2016 1:17:32PM
63
GE
NE
RA
L
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 165 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001A
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K682 K682 PROSPECT BR 03 2016/06/28
Permanent Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
Inspector Name:
UTM Zone:
Total Length (metres):
Abutments (Left/Right): (looking downstream)Superstructure
Project File ID #:
KM:
Br.
User km:
Forest District:
Crossing Name: Next Inspection Date:
Concrete Cast in Place
UTM Easting:
# Spans:
Year Superstructure Installed:
Running Surface:Deck Type:
UTM Northing:
Span Length(s) (metres):
Spius Cr 29.19 0.50 2019/06/28
4669 03 Cascades Natural Resource District
Steel I-beam
Concrete Concrete
16.0
10 640826 5555592
Ron Peace 1993
1
Access:
0
ABUTMENTS
FairBearings Some rubber pad compression, see photo
Not ApplicableBracing
GoodBallast Wall
FairConcrete Cast in Place Not well bonded to the bedrock
Not ApplicableCorrosion Protection
GoodCaps or Sills
GoodFill
GoodHardware
GoodPiles or Posts
FairRiprap Some slipage, steep and unstable at the #2 upstream corner, see photo
FairWing Wall Lock blocks
APPROACHES
GoodAlignment
0Bridge Ahead Signs Missing Installed at inspection
NoBrushing Required Installed at inspection
0Delineator Missing Left(approaching structure)
0Delineator Missing Right(approaching structure)
GoodFender Condition
nonePosted Load Rating
GoodRoad Surface
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 166 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001A
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K682 K682 PROSPECT BR 03 2016/06/28
Permanent Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
DECK
Span 1
FairConcrete Deck Some wear
FairCurb Rail/Blocks/Posts Some of the timber components have high rot levels, expect3 year life
FairDeck Joints THe first joint at the #1 end is partially open. Viewed from the bottom some of the
joints are cracked around the joint, see photo
Not ApplicableGrout Pockets
FairHardware Some impact damage, still functional
Not ApplicableHand Rails/Walkouts
GoodOverall Deck Condition Plan to recurb within 3 years
GoodRunning Surface
SUPERSTRUCTURE
Span 1
GoodBracing Rusty
GoodDiaphrams
GoodGirders Rusty
GoodHardware
Not ApplicableUnder Trussing
CH
AN
NE
LH
AZ
AR
DS
Estimated Present Water Level Depth: Estimated Present Water Level Width:
Estimated High Water Level Clearance:
High Water: Debris:Scour: Aggradation:Ice:
Comment:
No Yes No No No
2.2
1.2 14.3
Some scouring of the rip rap on the #2 upstream corner.
# Status Priority Estimate Description
4 $600.00 Add damn sacks under the downstream right bank log wing wall. To
protect against scour. DA.
MediumRequired
RE
PA
IRS
# Description
1 Monitor the #2 upstream rip rap
2 Monitor curb and riser rot.MO
NIT
OR
S
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 167 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001A
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K682 K682 PROSPECT BR 03 2016/06/28
Permanent Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
GE
NE
RA
L Inspector's
Comment:
The water was low enough to access the abutments, the concrete to rock bond does not appear to be fully in
contact. conection to the bedrock is not observable.
review repairs listed as this is a high use public structure and high value fish habitat.PEng's
Comment:
GE
NE
RA
L
Professional Inspection Required? Report Status:No
Replacement Date for full log haul traffic (year): Replacement Date for light vehicle traffic (year): 2043 2043
Current Inspection Load Rating: Design Load GVW (tonnes): 68 Design Vehicle Config.: L75
Reviewed By Drew Alway on 1/25/2017 2:21:16PM
68
GE
NE
RA
L
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 168 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001A
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K439 K439 MANNING CREEK 2016/06/26
Permanent Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
Inspector Name:
UTM Zone:
Total Length (metres):
Abutments (Left/Right): (looking downstream)Superstructure
Project File ID #:
KM:
Br.
User km:
Forest District:
Crossing Name: Next Inspection Date:
Pile -Permanent Materials
UTM Easting:
# Spans:
Year Superstructure Installed:
Running Surface:Deck Type:
UTM Northing:
Span Length(s) (metres):
Nicola R 0.03 0.10 2019/06/26
4670 01 Cascades Natural Resource District
Steel I-beam
Concrete Composite Concrete
51.5
10 634290 5568644
Ron Peace 2000
2
Access:
34.4, 17.1
ABUTMENTS
GoodBearings
Not ApplicableBracing
GoodBallast Wall
Not ApplicableCorrosion Protection
GoodCaps or Sills
GoodFill
GoodHardware
GoodPiles or Posts
GoodRiprap
Not ApplicableWing Wall
APPROACHES
FairAlignment The #2 approach is tight and also includes navigating through a gated cattle guard.
1Bridge Ahead Signs Missing The #2 sign is missing
NoBrushing Required
0Delineator Missing Left(approaching structure)
0Delineator Missing Right(approaching structure)
GoodFender Condition
nonePosted Load Rating
FairRoad Surface Potholed at the #2
DECK
Span 1
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 169 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001A
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K439 K439 MANNING CREEK 2016/06/26
Permanent Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
GoodConcrete Deck
FairCurb Rail/Blocks/Posts Some sections have extensive rot and life is limited 1-2 yr.
GoodDeck Joints
GoodGrout Pockets
GoodHardware
Not ApplicableHand Rails/Walkouts
GoodOverall Deck Condition
GoodRunning Surface
Span 2
GoodConcrete Deck
FairCurb Rail/Blocks/Posts Sections with extensive rot.
GoodDeck Joints
GoodGrout Pockets
GoodHardware
Not ApplicableHand Rails/Walkouts
GoodOverall Deck Condition
GoodRunning Surface
PIERS
Pier 1
GoodBearings
GoodBracing or Sheathing
GoodCaps Ground inspection only
Not ApplicableCribs
Not ApplicableDolphins
GoodHardware
GoodOverall
GoodPiles or Posts
Not ApplicableRiprap
GoodWall
SUPERSTRUCTURE
Span 1
GoodBracing
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 170 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001A
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K439 K439 MANNING CREEK 2016/06/26
Permanent Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
GoodDiaphrams
GoodGirders
GoodHardware
Not ApplicableUnder Trussing
Span 2
GoodBracing
GoodDiaphrams
GoodGirders
GoodHardware
Not ApplicableUnder Trussing
CH
AN
NE
LH
AZ
AR
DS
Estimated Present Water Level Depth: Estimated Present Water Level Width:
Estimated High Water Level Clearance:
High Water: Debris:Scour: Aggradation:Ice:
Comment:
No No No Yes No
3.0
0.8 26.0
The #1 span is fully plugged with woody debris, see photo. This has concentrated the flow to the #2 span entirely.
Consideration might be given to removal of this material
# Status Priority Estimate Description
1 $2,500.00 The #1 span is fully plugged with woody debris, see photo. This has
concentrated the flow to the #2 span entirely. Consideration might be
given to removal of this material
MediumRequired
2 $200.00 Install bridge ahead sign at the #2 approachMediumRequired
RE
PA
IRS
# Description
1 Monitor rot in curbs
2 Monitor after high-water events. Both woody debris build up upstream of this pier and at times this pier has had
significant ice jams above this pier. But the ice has always flushed itself
MO
NIT
OR
SG
EN
ER
AL Inspector's
Comment:
Some of the curb sections have extensive rot, expect less than two years life.
The #1 jump span is full blocked with woody debris, consider removall or perhaps cutting up the jam with the
expectation of it flushing at the nex high water.
This structure is scheduled for a peeper inspection 2017. Users should monitor both woody debris jams and
ice jams above this pier. If either are significant they may require professional inspection or clearing.
PEng's
Comment:
GE
NE
RA
L
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 171 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001A
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K439 K439 MANNING CREEK 2016/06/26
Permanent Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
Professional Inspection Required? Report Status:No
Replacement Date for full log haul traffic (year): Replacement Date for light vehicle traffic (year): 2045 2050
Current Inspection Load Rating: Design Load GVW (tonnes): 68 Design Vehicle Config.: L75
Reviewed By Drew Alway on 1/11/2017 11:38:13AM
68
GE
NE
RA
L
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 172 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001C
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K667 K667 MANNING CREEK 2015/06/23
Major Culvert Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
Inlet Cover (mm):
Culvert Length (metres):
UTM Northing:
Opening Width (mm):
Culvert Material:
Outlet Cover (mm):
Gradient (%):
UTM Easting:
Opening Height (mm):
UTM Zone:
Footing Type:
Culvert Type:
Inspector Name:
KM:
Project File ID #:
User km:
Br.
Crossing Name:
Forest District:
Next Inspection Date:Manning Cr 2.03 2.00 2018/06/23
4670 01 Cascades Natural Resource District
Round Corrugated Steel
1,600 2,000
7.0
21.0 1,000 1,000
10 633235 5570030
Ron Peace 1990
Access:
Year Superstructure Installed:
APPROACHES
GoodAlignment
0Bridge Ahead Signs Missing
YesBrushing Required
0Delineator Missing Left(approaching structure)
0Delineator Missing Right(approaching structure)
NoneFender Condition
nonePosted Load Rating
GoodRoad Surface
CULVERT ELEMENT
Not ApplicableBaffles
Not ApplicableBolted Connections
GoodCoupled Connections
GoodCoating
Not ApplicableEmbedment Materials
GoodFill
GoodFloor
Not ApplicableFooting
GoodHead Wall
FairInlet Very overgrown, lots of small woody debris migrating down the creek
FairOutlet Drop from invert to erosion pool 600mm.
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 173 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001C
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K667 K667 MANNING CREEK 2015/06/23
Major Culvert Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
GoodOverall
GoodRiprap
GoodRoof
GoodSide Walls
Not ApplicableTrash Rack
Not ApplicableWiers/Backwater Structures
GoodWing Wall
CH
AN
NE
LH
AZ
AR
DS
Estimated Present Water Level Depth: Estimated Present Water Level Width:
Estimated High Water Level Clearance:
High Water: Debris:Scour: Aggradation:Ice:
Comment:
No No No Yes No
1.0
0.1 2.1
Lots of small woody debris migratiing down the creek
# Status Priority Estimate Description
1 $300.00 Brush out inlet. Very overgrown, lots of small woody debris migrating
down the creek
MediumRequired
RE
PA
IRS
# Description
MO
NIT
OR
SG
EN
ER
AL Inspector's
Comment:
PEng's
Comment:
GE
NE
RA
L
Professional Inspection Required? Report Status:No
Replacement Date for full log haul traffic (year): Replacement Date for light vehicle traffic (year): 2040 2045
Current Inspection Load Rating: Design Load GVW (tonnes): 64 Design Vehicle Config.: CL625
Reviewed By Drew Alway on 2/15/2016 11:54:37AM
63
GE
NE
RA
L
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 174 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001B
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K1094 K1094 NICOAMEN RIVER 2015/06/23
Log Stringer Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
Inspector Name:
UTM Zone:
Total Length (metres):
Abutments (Left/Right): (looking downstream)Superstructure
Project File ID #:
KM:
Br.
User km:
Forest District:
Crossing Name: Next Inspection Date:
Sill -Temporary Materials
UTM Easting:
# Spans:
Year Superstructure Installed:
Running Surface:Deck Type:
UTM Northing:
Span Length(s) (metres):
Unnamed 16.20 16.20 2017/06/23
4767 01 Cascades Natural Resource District
Log Stringers
Timber - Untreated Timber Planks
8.7
10 613747 5562677
Ron Peace 2002
1
Access:
7.7
ABUTMENTS
FairBearings 200 mm of rot
FairBracing Cable
PoorBallast Wall None, allowing fill onto stringer ends
Not ApplicableCorrosion Protection
FairCaps or Sills Top rot 200 mm +/_
GoodFill
FairHardware
Not ApplicablePiles or Posts
FairRiprap
Not ApplicableWing Wall
APPROACHES
FairAlignment
1Bridge Ahead Signs Missing
YesBrushing Required
0Delineator Missing Left(approaching structure)
0Delineator Missing Right(approaching structure)
NoneFender Condition
nonePosted Load Rating
GoodRoad Surface
DECK
Span 1
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 175 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001B
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K1094 K1094 NICOAMEN RIVER 2015/06/23
Log Stringer Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
PoorCurb Rail/Blocks/Posts Extensive rot and insect infestation
Not ApplicableDeck to Girder Bolts
FairHardware cable
Not ApplicableHand Rails/Walkouts
GoodNails
FairOverall Deck Condition
FairRunning Planks Elevated rot values
UnratedSub Deck none
FairTies
STRINGERS
Span 1
PoorLog Curbs Extensive rot and insect infestation
Not ApplicableNeedle Beam(s) and Shims
CH
AN
NE
LH
AZ
AR
DS
Estimated Present Water Level Depth: Estimated Present Water Level Width:
Estimated High Water Level Clearance:
High Water: Debris:Scour: Aggradation:Ice:
Comment:
No No No No No
# Status Priority Estimate Description
1 $500.00 Install bridge ahead signLowComplete
RE
PA
IRS
# Description
1 Monitor closely as structure age is approaching end of industrial life for Fd stringers
MO
NIT
OR
SG
EN
ER
AL Inspector's
Comment:
Consider load rating and or replacement. The structure has no bulkheads and fill covers the stringer ends. This
has caused all stringers to have some degree of core rot from the ends. The ones noted have extensive rot
with stringer #7 rotted through. The main body of the stringers have top rot up to 250 mm.
See photo of stringer rot.
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 176 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001B
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K1094 K1094 NICOAMEN RIVER 2015/06/23
Log Stringer Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
to be professionally inspected in 2016, possible load restriction to follow.PEng's
Comment:
GE
NE
RA
L
Professional Inspection Required? Report Status:Yes
Replacement Date for full log haul traffic (year): Replacement Date for light vehicle traffic (year): 2018 2020
Current Inspection Load Rating: Design Load GVW (tonnes): 0 Design Vehicle Config.:
Reviewed By Drew Alway on 2/11/2016 12:06:18PM
63
GE
NE
RA
L
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 177 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001A
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K882 K882 4768 2016/06/16
Permanent Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
Inspector Name:
UTM Zone:
Total Length (metres):
Abutments (Left/Right): (looking downstream)Superstructure
Project File ID #:
KM:
Br.
User km:
Forest District:
Crossing Name: Next Inspection Date:
Steel Pipe and Precast Pad
UTM Easting:
# Spans:
Year Superstructure Installed:
Running Surface:Deck Type:
UTM Northing:
Span Length(s) (metres):
Kwoiek #1 1.17 0.10 2019/06/16
4768 01 Cascades Natural Resource District
Steel I-beam
Concrete Composite Concrete
24.6
10 601724 5551181
Ron Peace 1998
1
Access:
23.4
ABUTMENTS
GoodBearings Some compression of the rubber pad at the #1 downstream bearing
GoodBracing
GoodBallast Wall
FairCorrosion Protection
GoodCaps or Sills
FairFill Some raveling from in front of the ballast wallat the #2 abutment
GoodHardware
GoodPiles or Posts
GoodRiprap
Not ApplicableWing Wall
APPROACHES
GoodAlignment
2Bridge Ahead Signs Missing
NoBrushing Required
0Delineator Missing Left(approaching structure)
0Delineator Missing Right(approaching structure)
GoodFender Condition
9700Posted Load Rating
GoodRoad Surface
DECK
Span 1
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 178 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001A
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K882 K882 4768 2016/06/16
Permanent Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
GoodConcrete Deck
GoodCurb Rail/Blocks/Posts
GoodDeck Joints
GoodGrout Pockets
GoodHardware
Not ApplicableHand Rails/Walkouts
GoodOverall Deck Condition
GoodRunning Surface
SUPERSTRUCTURE
Span 1
GoodBracing
GoodDiaphrams
GoodGirders
GoodHardware
Not ApplicableUnder Trussing
CH
AN
NE
LH
AZ
AR
DS
Estimated Present Water Level Depth: Estimated Present Water Level Width:
Estimated High Water Level Clearance:
High Water: Debris:Scour: Aggradation:Ice:
Comment:
No No No No No
4.6
2.0 8.8
# Status Priority Estimate Description
RE
PA
IRS
# Description
1 Monitor rubber bearing pads
MO
NIT
OR
SG
EN
ER
AL Inspector's
Comment:
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 179 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001A
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K882 K882 4768 2016/06/16
Permanent Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
PEng's
Comment:
GE
NE
RA
L
Professional Inspection Required? Report Status:No
Replacement Date for full log haul traffic (year): Replacement Date for light vehicle traffic (year): 2045 2050
Current Inspection Load Rating: Design Load GVW (tonnes): 91 Design Vehicle Config.: L100
Reviewed By Drew Alway on 2/6/2017 11:22:55AM
91
GE
NE
RA
L
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 180 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001B
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K544 K544 4768 2015/06/21
Log Stringer Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
Inspector Name:
UTM Zone:
Total Length (metres):
Abutments (Left/Right): (looking downstream)Superstructure
Project File ID #:
KM:
Br.
User km:
Forest District:
Crossing Name: Next Inspection Date:
Concrete Lock Blocks
UTM Easting:
# Spans:
Year Superstructure Installed:
Running Surface:Deck Type:
UTM Northing:
Span Length(s) (metres):
Kwoiek #3 2.90 2.00 2017/06/21
4768 01 Cascades Natural Resource District
Steel I-beam
Timber - Untreated Timber Planks
19.3
10 600348 5552369
Ron Peace 1989
1
Access:
18.3
ABUTMENTS
GoodBearings
Not ApplicableBracing
GoodBallast Wall
GoodConcrete Lock Blocks
Not ApplicableCorrosion Protection
FairCaps or Sills
GoodFill
GoodHardware
Not ApplicablePiles or Posts
GoodRiprap
Not ApplicableWing Wall
APPROACHES
GoodAlignment
2Bridge Ahead Signs Missing
NoBrushing Required
0Delineator Missing Left(approaching structure)
0Delineator Missing Right(approaching structure)
GoodFender Condition
68Posted Load Rating
GoodRoad Surface
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 181 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001B
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K544 K544 4768 2015/06/21
Log Stringer Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
DECK
Span 1
GoodCurb Rail/Blocks/Posts
GoodDeck to Girder Bolts
GoodHardware
Not ApplicableHand Rails/Walkouts
GoodNails
GoodOverall Deck Condition
GoodRunning Planks
UnratedSub Deck None
GoodTies
SUPERSTRUCTURE
Span 1
GoodBracing
GoodDiaphrams
GoodGirders
Not ApplicableHardware
Not ApplicableUnder Trussing
CH
AN
NE
LH
AZ
AR
DS
Estimated Present Water Level Depth: Estimated Present Water Level Width:
Estimated High Water Level Clearance:
High Water: Debris:Scour: Aggradation:Ice:
Comment:
No No No No No
1.6
1.0 10.2
# Status Priority Estimate Description
2 $500.00 Install 2 bridge ahead signsLowRequired
3 $500.00 The #2 bearing is supported on the upstream but not at the girder end on
the downstream. A suggestion would be to shim the bearing on the
downstream end
MediumRequiredRE
PA
IRS
# Description
MO
NIT
OR
S
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 182 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001B
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K544 K544 4768 2015/06/21
Log Stringer Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
GE
NE
RA
L Inspector's
Comment:
The #2 sill is two timbers and while not centered it is at both stiffners, see photo. The #2 bearing is supported
on the upstream but not at the girder end on the downstream. A suggestion would be to shim the bearing on
the downstream end. see photo No tag on the bridge
I'm glad to see the proper signage posted alsoPEng's
Comment:
GE
NE
RA
L
Professional Inspection Required? Report Status:No
Replacement Date for full log haul traffic (year): Replacement Date for light vehicle traffic (year): 2029 2035
Current Inspection Load Rating: Design Load GVW (tonnes): 68 Design Vehicle Config.: L75
Reviewed By Drew Alway on 2/15/2016 9:46:55AM
68
GE
NE
RA
L
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 183 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001B
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K890A K890 4768 2016/06/16
Log Stringer Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
Inspector Name:
UTM Zone:
Total Length (metres):
Abutments (Left/Right): (looking downstream)Superstructure
Project File ID #:
KM:
Br.
User km:
Forest District:
Crossing Name: Next Inspection Date:
Sill -Temporary Materials
UTM Easting:
# Spans:
Year Superstructure Installed:
Running Surface:Deck Type:
UTM Northing:
Span Length(s) (metres):
Kwoeik #4 3.69 3.80 2018/06/16
4768 01 Cascades Natural Resource District
Steel I-beam
Timber - Untreated Timber Planks
26.8
10 599512 5552623
Ron Peace 2011
1
Access:
26.5
ABUTMENTS
FairBearings
Not ApplicableBracing
FairBallast Wall Logs not connected to the super structure
GoodCorrosion Protection
FairCaps or Sills
GoodFill
Not ApplicableHardware
Not ApplicablePiles or Posts
GoodRiprap
Not ApplicableWing Wall
APPROACHES
FairAlignment Hill at the #1 limited visibility and a jog in the road at both ends, some minimal
impact scuffing at the #1 downstream curb
2Bridge Ahead Signs Missing
NoBrushing Required
0Delineator Missing Left
Installed at inspection(approaching structure)
0Delineator Missing Right(approaching structure)
GoodFender Condition
68Posted Load Rating
GoodRoad Surface
DECK
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 184 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001B
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K890A K890 4768 2016/06/16
Log Stringer Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
Span 1
GoodCurb Rail/Blocks/Posts
GoodDeck to Girder Bolts
GoodHardware
Not ApplicableHand Rails/Walkouts
FairNails Some exposed heads
GoodOverall Deck Condition
FairRunning Planks Somw wear along traffic track
UnratedSub Deck None
GoodTies
SUPERSTRUCTURE
Span 1
GoodBracing
GoodDiaphrams
GoodGirders Dirty flanges
Not ApplicableHardware
Not ApplicableUnder Trussing
CH
AN
NE
LH
AZ
AR
DS
Estimated Present Water Level Depth: Estimated Present Water Level Width:
Estimated High Water Level Clearance:
High Water: Debris:Scour: Aggradation:Ice:
Comment:
No Yes No No No
1.4
1.2 11.0
Minimal at toe
# Status Priority Estimate Description
1 $400.00 Install bridge ahead signsLowRequired
2 $400.00 Clean flanges and bearingsLowRequiredRE
PA
IRS
# Description
MO
NIT
OR
S
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 185 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001B
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K890A K890 4768 2016/06/16
Log Stringer Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
GE
NE
RA
L Inspector's
Comment:
PEng's
Comment:
GE
NE
RA
L
Professional Inspection Required? Report Status:No
Replacement Date for full log haul traffic (year): Replacement Date for light vehicle traffic (year): 2027 2032
Current Inspection Load Rating: Design Load GVW (tonnes): 68 Design Vehicle Config.: L75
Reviewed By Drew Alway on 7/11/2016 1:02:30PM
68
GE
NE
RA
L
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 186 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001B
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K546A K546 4768 2016/06/16
Log Stringer Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
Inspector Name:
UTM Zone:
Total Length (metres):
Abutments (Left/Right): (looking downstream)Superstructure
Project File ID #:
KM:
Br.
User km:
Forest District:
Crossing Name: Next Inspection Date:
Crib, Log or Untreated Timber
UTM Easting:
# Spans:
Year Superstructure Installed:
Running Surface:Deck Type:
UTM Northing:
Span Length(s) (metres):
Kwoiek #5 4.53 4.70 2018/06/16
4768 01 Cascades Natural Resource District
Steel I-beam
Timber - Untreated Timber Planks
26.8
10 598878 5552352
Ron Peace 2011
1
Access:
26.5
ABUTMENTS
FairBearings Only 8x10 treated timber, some crushing at the #2 downstream bearing
Not ApplicableBracing
FairBallast Wall No connection to the girders, wall comprises of stacked logs
Not ApplicableCorrosion Protection
FairCaps or Sills Only 8x10 treated timber, some crushing at the #2 downstream bearing
GoodFill
Not ApplicableHardware
FairLog/Timber Cribs Old log cribs are for fill retension and erosion control only
Not ApplicablePiles or Posts
GoodRiprap
FairTie-backs
Not ApplicableWing Wall
APPROACHES
FairAlignment Limited visibility from the #2 approach and a jog in theroad from #!
2Bridge Ahead Signs Missing
NoBrushing Required
0Delineator Missing Left(approaching structure)
0Delineator Missing Right
Installed at inspection(approaching structure)
GoodFender Condition
68Posted Load Rating
GoodRoad Surface
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 187 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001B
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K546A K546 4768 2016/06/16
Log Stringer Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
DECK
Span 1
GoodCurb Rail/Blocks/Posts
GoodDeck to Girder Bolts
GoodHardware
Not ApplicableHand Rails/Walkouts
GoodNails
GoodOverall Deck Condition
GoodRunning Planks
UnratedSub Deck None
GoodTies
SUPERSTRUCTURE
Span 1
GoodBracing
GoodDiaphrams
GoodGirders
GoodHardware
Not ApplicableUnder Trussing
CH
AN
NE
LH
AZ
AR
DS
Estimated Present Water Level Depth: Estimated Present Water Level Width:
Estimated High Water Level Clearance:
High Water: Debris:Scour: Aggradation:Ice:
Comment:
No No No No No
3.4
1.0 11.0
# Status Priority Estimate Description
1 $400.00 Install bridge ahead signsLowRequired
2 $150.00 Clean bearings and flangesLowRequiredRE
PA
IRS
# Description
1 Only 8x10 treated timber sills utilized by IPP proponent, some crushing at the #2 downstream bearing
MO
NIT
OR
S
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 188 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001B
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K546A K546 4768 2016/06/16
Log Stringer Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
GE
NE
RA
L Inspector's
Comment:
PEng's
Comment:
GE
NE
RA
L
Professional Inspection Required? Report Status:No
Replacement Date for full log haul traffic (year): Replacement Date for light vehicle traffic (year): 2021 2026
Current Inspection Load Rating: Design Load GVW (tonnes): 68 Design Vehicle Config.: L75
Reviewed By Drew Alway on 1/13/2017 2:50:11PM
68
GE
NE
RA
L
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 189 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001A
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K547 K547 4768 2014/08/27
Permanent Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
Inspector Name:
UTM Zone:
Total Length (metres):
Abutments (Left/Right): (looking downstream)Superstructure
Project File ID #:
KM:
Br.
User km:
Forest District:
Crossing Name: Next Inspection Date:
Concrete Lock Blocks
UTM Easting:
# Spans:
Year Superstructure Installed:
Running Surface:Deck Type:
UTM Northing:
Span Length(s) (metres):
Kwoiek #6 12.29 12.60 2017/08/27
4768 01 Cascades Natural Resource District
Steel I-beam
Timber - Untreated Timber Planks
16.3
10 592327 5554773
Jeremy Araki 1989
1
Access:
0
ABUTMENTS
GoodBearings treated sills
Not ApplicableBracing
GoodBallast Wall creosote treated timbers
GoodConcrete Lock Blocks
GoodCorrosion Protection bolts coated and timbers creosited
GoodCaps or Sills
GoodFill
GoodHardware
Not ApplicablePiles or Posts
FairRiprap scouring LT: appears stable
Not ApplicableWing Wall
APPROACHES
GoodAlignment
2Bridge Ahead Signs Missing
YesBrushing Required LT: obscuring signs
0Delineator Missing Left
LT: No visible delineators on photos.(approaching structure)
0Delineator Missing Right
LT: No visible delineators on photos.(approaching structure)
PoorFender Condition not functional
n/aPosted Load Rating not posted
GoodRoad Surface minor potholes
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 190 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001A
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K547 K547 4768 2014/08/27
Permanent Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
DECK
Span 1
FairCurb Rail/Blocks/Posts fair to poor, have rot but still intact, replace when doing running deck
GoodDeck to Girder Bolts see pic
GoodHardware
Not ApplicableHand Rails/Walkouts
GoodNails except running plank nails
PoorOverall Deck Condition due to running planks
PoorRunning Planks rotten
GoodSub Deck creosote
GoodTies creosote
SUPERSTRUCTURE
Span 1
GoodBracing
UnratedDiaphrams none
GoodGirders
GoodHardware
Not ApplicableUnder Trussing
CH
AN
NE
LH
AZ
AR
DS
Estimated Present Water Level Depth: Estimated Present Water Level Width:
Estimated High Water Level Clearance:
High Water: Debris:Scour: Aggradation:Ice:
Comment:
No Yes No Yes No
1.0
0.5 4.0
monitor for scour. Debris has the potential to make that worse as well
# Status Priority Estimate Description
1 $8,000.00 LT: Replace running deck and curbs.HighRequired
2 $600.00 LT: Install bridge ahead signs and delineators.HighComplete
3 $1,000.00 consider upgrading approach barriersMediumRequired
4 $500.00 Brushing required.HighComplete
RE
PA
IRS
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 191 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001A
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K547 K547 4768 2014/08/27
Permanent Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
# Description
MO
NIT
OR
SG
EN
ER
AL Inspector's
Comment:
running deck still not replaced. Scour still a potential but still not affecting load path
LT (2014/12/18): RB approach photo taken from too far away. No visible delineators on photos. Add bridge
ahead signs and delineators. Detail extents of riprap scour for monitoring.
PEng's
Comment:
GE
NE
RA
L
Professional Inspection Required? Report Status:No
Replacement Date for full log haul traffic (year): Replacement Date for light vehicle traffic (year): 2034 2039
Current Inspection Load Rating: Design Load GVW (tonnes): 68 Design Vehicle Config.: L75
Accepted By Lester Thiessen on 12/20/2014 10:47:26AM
68
GE
NE
RA
L
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 192 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001C
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K963 K963 LAWLESS CREEK 2015/06/14
Major Culvert Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
Inlet Cover (mm):
Culvert Length (metres):
UTM Northing:
Opening Width (mm):
Culvert Material:
Outlet Cover (mm):
Gradient (%):
UTM Easting:
Opening Height (mm):
UTM Zone:
Footing Type:
Culvert Type:
Inspector Name:
KM:
Project File ID #:
User km:
Br.
Crossing Name:
Forest District:
Next Inspection Date:10 Mile Cr 8.15 16.70 2018/06/14
5104 01 Cascades Natural Resource District
Round Corrugated Steel
3,400 4,300
7.0
20.0 3,000 3,000
10 653302 5496341
Ron Peace 1999
Access:
Year Superstructure Installed:
APPROACHES
FairAlignment Limited visibility of the opposing approach
0Bridge Ahead Signs Missing
YesBrushing Required The inlet is grown in not critical
0Delineator Missing Left(approaching structure)
0Delineator Missing Right(approaching structure)
NoneFender Condition
GoodRoad Surface
CULVERT ELEMENT
Not ApplicableBaffles
Not ApplicableBolted Connections
GoodCoupled Connections
GoodCoating
Not ApplicableEmbedment Materials
GoodFill
GoodFloor
Not ApplicableFooting
GoodHead Wall
GoodInlet
GoodOutlet Drop from invert to erosion pool .7 m. The scour back from the outlet at the invert is
.6 m. and appears to be stable
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 193 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001C
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K963 K963 LAWLESS CREEK 2015/06/14
Major Culvert Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
GoodOverall
GoodRiprap
GoodRoof
GoodSide Walls
Not ApplicableTrash Rack
Not ApplicableWiers/Backwater Structures
GoodWing Wall
CH
AN
NE
LH
AZ
AR
DS
Estimated Present Water Level Depth: Estimated Present Water Level Width:
Estimated High Water Level Clearance:
High Water: Debris:Scour: Aggradation:Ice:
Comment:
No No No No No
2.2
0.1 1.4
# Status Priority Estimate Description
1 $200.00 Brush is growing up around the inlet, non critical.LowRequired
RE
PA
IRS
# Description
MO
NIT
OR
SG
EN
ER
AL Inspector's
Comment:
The scour back from the outlet at the invert is .6 m. and appears to be stable
PEng's
Comment:
GE
NE
RA
L
Professional Inspection Required? Report Status:No
Replacement Date for full log haul traffic (year): Replacement Date for light vehicle traffic (year): 2045 2050
Current Inspection Load Rating: Design Load GVW (tonnes): 68 Design Vehicle Config.: L75
Reviewed By Drew Alway on 2/15/2016 1:18:17PM
68
GE
NE
RA
L
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 194 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001C
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K1138 K1138 LAWLESS CREEK 2009/08/28
Major Culvert Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
Inlet Cover (mm):
Culvert Length (metres):
UTM Northing:
Opening Width (mm):
Culvert Material:
Outlet Cover (mm):
Gradient (%):
UTM Easting:
Opening Height (mm):
UTM Zone:
Footing Type:
Culvert Type:
Inspector Name:
KM:
Project File ID #:
User km:
Br.
Crossing Name:
Forest District:
Next Inspection Date:Unnamed 11.32 19.80 2012/08/28
5104 01 Cascades Natural Resource District
Open Bottom Corrugated Steel
Precast Concrete Footing
1,740 3,140
9.0
14.0 3,000 3,000
10 652103 5498761
Travis Mackenzie 2000
Access:
Year Superstructure Installed:
APPROACHES
FairAlignment Sharp vertical curves.
2Bridge Ahead Signs Missing
YesBrushing Required
2Delineator Missing Left(approaching structure)
2Delineator Missing Right(approaching structure)
NoneFender Condition
GoodRoad Surface
CULVERT ELEMENT
Not ApplicableBaffles
GoodBolted Connections
GoodCoupled Connections
GoodCoating
PoorEmbedment Materials Scoured to geotextile fabric
GoodFill
Not ApplicableFloor
GoodFooting
GoodHead Wall
GoodInlet
GoodOutlet
GoodOverall
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 195 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001C
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K1138 K1138 LAWLESS CREEK 2009/08/28
Major Culvert Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
GoodRiprap
GoodRoof
FairSide Walls
Not ApplicableTrash Rack
Not ApplicableWiers/Backwater Structures
GoodWing Wall
CH
AN
NE
LH
AZ
AR
DS
Estimated Present Water Level Depth: Estimated Present Water Level Width:
Estimated High Water Level Clearance:
High Water: Debris:Scour: Aggradation:Ice:
Comment:
No Yes No No No
1.2
0.0 0.0
bed materials are mostly scoured out, exposing geotextile fabric, no threat to footings as they a embedded
deeper.
# Status Priority Estimate Description
RE
PA
IRS
# Description
1 Monitor geotextile fabric for damage, check that no more stream bed is eroded.
MO
NIT
OR
SG
EN
ER
AL Inspector's
Comment:
At install a stream bed underlain with geotextile fabric must have been built, it appears that most of the
materials on top of fabric have been washed away. There is no threat to the structure as the fabric is staying
in place providing protection for the footings. Next inspection ensure fabric is still in place.
Refer to Inspection Comments for historical PEng CommentsPEng's
Comment:
GE
NE
RA
L
Professional Inspection Required? Report Status:No
Replacement Date for full log haul traffic (year): Replacement Date for light vehicle traffic (year): 2060 2065
Current Inspection Load Rating: Design Load GVW (tonnes): 0 Design Vehicle Config.:
Accepted By Drew Alway on 1/27/2010 12:00:00AM
63
GE
NE
RA
L
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 196 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001C
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K1139 K1139 LAWLESS CREEK 2010/09/22
Major Culvert Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
Inlet Cover (mm):
Culvert Length (metres):
UTM Northing:
Opening Width (mm):
Culvert Material:
Outlet Cover (mm):
Gradient (%):
UTM Easting:
Opening Height (mm):
UTM Zone:
Footing Type:
Culvert Type:
Inspector Name:
KM:
Project File ID #:
User km:
Br.
Crossing Name:
Forest District:
Next Inspection Date:Unnamed 11.43 19.90 2013/09/22
5104 01 Cascades Natural Resource District
Round Corrugated Steel
2,700 3,000
3.0
14.0 3,200 3,200
10 650891 5500384
Chris Cole 2000
Access:
Year Superstructure Installed:
APPROACHES
FairAlignment
2Bridge Ahead Signs Missing
NoBrushing Required
2Delineator Missing Left(approaching structure)
2Delineator Missing Right(approaching structure)
NoneFender Condition
NonePosted Load Rating
GoodRoad Surface
CULVERT ELEMENT
Not ApplicableBaffles
GoodBolted Connections
Not ApplicableCoupled Connections
GoodCoating
GoodEmbedment Materials
GoodFill
Not ApplicableFloor
GoodFooting doesn't seem to be exposed.
Not ApplicableHead Wall
GoodInlet
GoodOutlet
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 197 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001C
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K1139 K1139 LAWLESS CREEK 2010/09/22
Major Culvert Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
GoodOverall
GoodRiprap
GoodRoof
GoodSide Walls
Not ApplicableTrash Rack
Not ApplicableWiers/Backwater Structures
Not ApplicableWing Wall
CH
AN
NE
LH
AZ
AR
DS
Estimated Present Water Level Depth: Estimated Present Water Level Width:
Estimated High Water Level Clearance:
High Water: Debris:Scour: Aggradation:Ice:
Comment:
No No No No No
1.3
0.0 0.0
# Status Priority Estimate Description
RE
PA
IRS
# Description
MO
NIT
OR
SG
EN
ER
AL Inspector's
Comment:
Refer to Inspection Comments for historical PEng CommentsPEng's
Comment:
GE
NE
RA
L
Professional Inspection Required? Report Status:No
Replacement Date for full log haul traffic (year): Replacement Date for light vehicle traffic (year): 2060 2065
Current Inspection Load Rating: Design Load GVW (tonnes): 0 Design Vehicle Config.:
Accepted By Drew Alway on 1/5/2011 12:00:00AM
68
GE
NE
RA
L
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 198 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001D
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K664 K664 LAWLESS CREEK 2011/07/14
Woodbox/Log Culvert Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
Inlet Cover (mm):
Culvert Length (metres):
UTM Northing:
Opening Width (mm):
Culvert Material:
Outlet Cover (mm):
Gradient (%):
UTM Easting:
Opening Height (mm):
UTM Zone:
Footing Type:
Culvert Type:
Inspector Name:
KM:
Project File ID #:
User km:
Br.
Crossing Name:
Forest District:
Next Inspection Date:Pioneer Cr 13.35 22.10 2013/07/14
5104 01 Cascades Natural Resource District
Box Other
1,600 2,200
0.0
13.0 2,100 2,100
10 650882 5500399
Chris Cole 1995
Access:
Year Superstructure Installed:
APPROACHES
GoodAlignment
2Bridge Ahead Signs Missing
YesBrushing Required
0Delineator Missing Left(approaching structure)
0Delineator Missing Right(approaching structure)
NoneFender Condition
NonePosted Load Rating
GoodRoad Surface Deactivation adjacent on culvert.
WOODBOX CULVERT
GoodFill
GoodFloor
Not ApplicableHead Wall
GoodInlet
GoodOutlet
GoodOverall
PoorRiprap Requires some.
GoodRoof
GoodSide Walls
Not ApplicableTrash Rack
Not ApplicableWiers/Backwater Structures
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 199 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001D
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K664 K664 LAWLESS CREEK 2011/07/14
Woodbox/Log Culvert Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
Not ApplicableWing Wall
CH
AN
NE
LH
AZ
AR
DS
Estimated Present Water Level Depth: Estimated Present Water Level Width:
Estimated High Water Level Clearance:
High Water: Debris:Scour: Aggradation:Ice:
Comment:
No No No No No
1.4
0.2 1.6
# Status Priority Estimate Description
2 $1,000.00 Brush out inlet. Culvert Removed.MediumComplete
3 $4,000.00 Place rip-rap at inlet and outlet. Culvert Removed.MediumCompleteRE
PA
IRS
# Description
MO
NIT
OR
SG
EN
ER
AL Inspector's
Comment:
Coordinates are correct.
Cross ditch on left bank of culvert.
Refer to Inspection Comments for historical PEng CommentsPEng's
Comment:
GE
NE
RA
L
Professional Inspection Required? Report Status:No
Replacement Date for full log haul traffic (year): Replacement Date for light vehicle traffic (year): 2025 2030
Current Inspection Load Rating: Design Load GVW (tonnes): 0 Design Vehicle Config.:
Accepted By Drew Alway on 12/20/2011 12:00:00AM
63
GE
NE
RA
L
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 200 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001A
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K755 K755 LAWLESS-BRITTON 2015/06/14
Permanent Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
Inspector Name:
UTM Zone:
Total Length (metres):
Abutments (Left/Right): (looking downstream)Superstructure
Project File ID #:
KM:
Br.
User km:
Forest District:
Crossing Name: Next Inspection Date:
Steel Pipe and Precast Pad
UTM Easting:
# Spans:
Year Superstructure Installed:
Running Surface:Deck Type:
UTM Northing:
Span Length(s) (metres):
Skwum Cr 12.19 11.90 2018/06/14
5104 03 Cascades Natural Resource District
Steel I-beam
Concrete Concrete
12.0
10 651256 5494340
Ron Peace 1995
1
Access:
0
ABUTMENTS
FairBearings Rubber pads are compressed
GoodBracing
GoodBallast Wall
Not ApplicableCorrosion Protection
FairCaps or Sills
GoodFill
GoodHardware
GoodPiles or Posts
FairRiprap
Not ApplicableWing Wall
APPROACHES
FairAlignment Tight corner at the #2 approach, traffic impacting curb
0Bridge Ahead Signs Missing
NoBrushing Required
1Delineator Missing Left(approaching structure)
0Delineator Missing Right(approaching structure)
GoodFender Condition
FairRoad Surface
DECK
Span 1
GoodConcrete Deck
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 201 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001A
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K755 K755 LAWLESS-BRITTON 2015/06/14
Permanent Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
PoorCurb Rail/Blocks/Posts Will require replacement soon, missing 2 riser to deck bolts as well
FairDeck Joints
GoodGrout Pockets
FairHardware
Not ApplicableHand Rails/Walkouts
FairOverall Deck Condition
GoodRunning Surface
SUPERSTRUCTURE
Span 1
GoodBracing
GoodDiaphrams
GoodGirders
GoodHardware
CH
AN
NE
LH
AZ
AR
DS
Estimated Present Water Level Depth: Estimated Present Water Level Width:
Estimated High Water Level Clearance:
High Water: Debris:Scour: Aggradation:Ice:
Comment:
No No No No No
1.6
0.1 1.3
# Status Priority Estimate Description
1 $250.00 Re grout deck panel damage. see photoMediumComplete
2 $3,000.00 Requires approximately 1,500 Bf of 10x10" timber as well as reusing
some newer wood on bridge. Also missing 2 riser to deck bolts
MediumComplete
3 $100.00 Install missing delin.LowComplete
RE
PA
IRS
# Description
1 Continue to monitor grout between panels
MO
NIT
OR
SG
EN
ER
AL Inspector's
Comment:
The deck damage has been repaired but rebar is still exposed. It was previously noted that the grout between
the deck panels would need replacing. It has not deteriorated further. Curbs are in poor condition.
K755 is incorrectly placed on the supplied map. It is located at the K441 site. The GPS coord for this site are
49' 34.964" 120' 54.448"
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 202 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001A
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K755 K755 LAWLESS-BRITTON 2015/06/14
Permanent Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
coord updatedPEng's
Comment:
GE
NE
RA
L
Professional Inspection Required? Report Status:No
Replacement Date for full log haul traffic (year): Replacement Date for light vehicle traffic (year): 2044 2049
Current Inspection Load Rating: Design Load GVW (tonnes): 0 Design Vehicle Config.:
Reviewed By Drew Alway on 2/15/2016 12:08:50PM
68
GE
NE
RA
L
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 203 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001A
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K441 K441 LAWLESS-BRITTON 2015/06/30
Permanent Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
Inspector Name:
UTM Zone:
Total Length (metres):
Abutments (Left/Right): (looking downstream)Superstructure
Project File ID #:
KM:
Br.
User km:
Forest District:
Crossing Name: Next Inspection Date:
Steel Pipe and Precast Pad
UTM Easting:
# Spans:
Year Superstructure Installed:
Running Surface:Deck Type:
UTM Northing:
Span Length(s) (metres):
Lawless Cr 14.58 14.50 2018/06/30
5104 03 Cascades Natural Resource District
Steel I-beam
Concrete Composite Concrete
17.0
10 653267 5494706
Ron Peace 1994
1
Access:
0
ABUTMENTS
GoodBearings
GoodBracing
GoodBallast Wall
Not ApplicableCorrosion Protection
GoodCaps or Sills
GoodFill
GoodHardware
GoodPiles or Posts
GoodRiprap
Not ApplicableWing Wall
APPROACHES
GoodAlignment
0Bridge Ahead Signs Missing
NoBrushing Required
0Delineator Missing Left(approaching structure)
0Delineator Missing Right(approaching structure)
GoodFender Condition 1 only
nonePosted Load Rating
FairRoad Surface
DECK
Span 1
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 204 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001A
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K441 K441 LAWLESS-BRITTON 2015/06/30
Permanent Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
GoodConcrete Deck
GoodCurb Rail/Blocks/Posts
GoodDeck Joints
GoodGrout Pockets
GoodHardware
Not ApplicableHand Rails/Walkouts
GoodOverall Deck Condition
GoodRunning Surface
SUPERSTRUCTURE
Span 1
GoodBracing
GoodDiaphrams
GoodGirders
Not ApplicableHardware
Not ApplicableUnder Trussing
CH
AN
NE
LH
AZ
AR
DS
Estimated Present Water Level Depth: Estimated Present Water Level Width:
Estimated High Water Level Clearance:
High Water: Debris:Scour: Aggradation:Ice:
Comment:
No No No No No
1.6
0.3 10.0
# Status Priority Estimate Description
RE
PA
IRS
# Description
MO
NIT
OR
SG
EN
ER
AL Inspector's
Comment:
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 205 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001A
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K441 K441 LAWLESS-BRITTON 2015/06/30
Permanent Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
PEng's
Comment:
GE
NE
RA
L
Professional Inspection Required? Report Status:No
Replacement Date for full log haul traffic (year): Replacement Date for light vehicle traffic (year): 2039 2044
Current Inspection Load Rating: Design Load GVW (tonnes): 0 Design Vehicle Config.:
Reviewed By Drew Alway on 2/11/2016 2:08:09PM
68
GE
NE
RA
L
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 206 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001A
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K602 K602 MUD CREEK BR 01 2014/08/30
Permanent Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
Inspector Name:
UTM Zone:
Total Length (metres):
Abutments (Left/Right): (looking downstream)Superstructure
Project File ID #:
KM:
Br.
User km:
Forest District:
Crossing Name: Next Inspection Date:
Concrete Precast
UTM Easting:
# Spans:
Year Superstructure Installed:
Running Surface:Deck Type:
UTM Northing:
Span Length(s) (metres):
Jim Cr 3.22 3.20 2017/08/30
5496 01 Cascades Natural Resource District
Concrete Slab Girders
Concrete Concrete
12.7
10 529402 5641549
Jeremy Araki 1998
1
Access:
0
ABUTMENTS
GoodBearings
UnratedBracing buried
GoodBallast Wall
GoodConcrete Precast
Not ApplicableCorrosion Protection
GoodCaps or Sills
GoodFill
Not ApplicableHardware
UnratedPiles or Posts buried
GoodRiprap
Not ApplicableWing Wall
APPROACHES
GoodAlignment
0Bridge Ahead Signs Missing
NoBrushing Required
0Delineator Missing Left(approaching structure)
0Delineator Missing Right(approaching structure)
PoorFender Condition missing on left
n/aPosted Load Rating none
GoodRoad Surface
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 207 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001A
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K602 K602 MUD CREEK BR 01 2014/08/30
Permanent Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
DECK
Span 1
UnratedConcrete Deck gravel over
GoodCurb Rail/Blocks/Posts
UnratedDeck Joints gravel over
Not ApplicableGrout Pockets
GoodHardware
Not ApplicableHand Rails/Walkouts
GoodOverall Deck Condition
GoodRunning Surface
SUPERSTRUCTURE
Span 1
Not ApplicableBracing
Not ApplicableHardware
UnratedWelded/grouted shear connectors gravel over
CH
AN
NE
LH
AZ
AR
DS
Estimated Present Water Level Depth: Estimated Present Water Level Width:
Estimated High Water Level Clearance:
High Water: Debris:Scour: Aggradation:Ice:
Comment:
No No No No No
3.0
0.2 3.0
# Status Priority Estimate Description
1 $2,000.00 add approach barriers on leftLowRequired
2 $500.00 Clean gravel from deck and assess deck & joints condition.LowRequiredRE
PA
IRS
# Description
MO
NIT
OR
SG
EN
ER
AL Inspector's
Comment: LT (2014/12/19): Updated load rating to 68 tonnes. No photos of bearing arrangement. Clean gravel from deck
and assess deck & joints condition.
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 208 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001A
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K602 K602 MUD CREEK BR 01 2014/08/30
Permanent Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
PEng's
Comment:
GE
NE
RA
L
Professional Inspection Required? Report Status:No
Replacement Date for full log haul traffic (year): Replacement Date for light vehicle traffic (year): 2043 2048
Current Inspection Load Rating: Design Load GVW (tonnes): 68 Design Vehicle Config.: L75
Accepted By Lester Thiessen on 12/20/2014 4:45:35PM
68
GE
NE
RA
L
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 209 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001A
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K601 K601 MUD CREEK BR 01 2014/08/30
Permanent Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
Inspector Name:
UTM Zone:
Total Length (metres):
Abutments (Left/Right): (looking downstream)Superstructure
Project File ID #:
KM:
Br.
User km:
Forest District:
Crossing Name: Next Inspection Date:
Steel Pipe and Precast Pad
UTM Easting:
# Spans:
Year Superstructure Installed:
Running Surface:Deck Type:
UTM Northing:
Span Length(s) (metres):
Liza Cr 14.01 14.10 2017/08/30
5496 01 Cascades Natural Resource District
Steel I-beam
Concrete Composite Concrete
18.8
10 522604 5645055
Jeremy Araki 1998
1
Access:
0
ABUTMENTS
GoodBearings
GoodBracing
GoodBallast Wall
GoodCorrosion Protection posts and bracing painted
GoodCaps or Sills
GoodFill
GoodHardware
GoodPiles or Posts
GoodRiprap
Not ApplicableWing Wall
APPROACHES
FairAlignment LT: Tight turn radius on RB approach.
0Bridge Ahead Signs Missing
NoBrushing Required
0Delineator Missing Left(approaching structure)
0Delineator Missing Right(approaching structure)
PoorFender Condition missing on left
n/aPosted Load Rating none
GoodRoad Surface
DECK
Span 1
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 210 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001A
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K601 K601 MUD CREEK BR 01 2014/08/30
Permanent Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
UnratedConcrete Deck gravel over
FairCurb Rail/Blocks/Posts some damage to right downstream, see pic. not enough to replace
UnratedDeck Joints gravel over, look good from underneath
UnratedGrout Pockets gravel over
GoodHardware
Not ApplicableHand Rails/Walkouts
GoodOverall Deck Condition
GoodRunning Surface
SUPERSTRUCTURE
Span 1
GoodBracing
UnratedDiaphrams none
GoodGirders
GoodHardware
Not ApplicableUnder Trussing
CH
AN
NE
LH
AZ
AR
DS
Estimated Present Water Level Depth: Estimated Present Water Level Width:
Estimated High Water Level Clearance:
High Water: Debris:Scour: Aggradation:Ice:
Comment:
No No No No No
3.0
0.2 8.0
# Status Priority Estimate Description
1 $2,000.00 left approach barriersLowRequired
RE
PA
IRS
# Description
MO
NIT
OR
SG
EN
ER
AL Inspector's
Comment:
LT (2014/12/19) Updated load rating to 68 tonnes according to bridge label L75.
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 211 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001A
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K601 K601 MUD CREEK BR 01 2014/08/30
Permanent Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
PEng's
Comment:
GE
NE
RA
L
Professional Inspection Required? Report Status:No
Replacement Date for full log haul traffic (year): Replacement Date for light vehicle traffic (year): 2043 2048
Current Inspection Load Rating: Design Load GVW (tonnes): 68 Design Vehicle Config.: L75
Accepted By Lester Thiessen on 12/20/2014 4:55:14PM
68
GE
NE
RA
L
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 212 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001A
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K503 K503 MUD CREEK BR 01 2014/08/30
Permanent Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
Inspector Name:
UTM Zone:
Total Length (metres):
Abutments (Left/Right): (looking downstream)Superstructure
Project File ID #:
KM:
Br.
User km:
Forest District:
Crossing Name: Next Inspection Date:
Steel Pipe and Precast Pad
UTM Easting:
# Spans:
Year Superstructure Installed:
Running Surface:Deck Type:
UTM Northing:
Span Length(s) (metres):
Noaxe Cr 24.35 24.90 2017/08/30
5496 01 Cascades Natural Resource District
Concrete Slab Girders
Concrete Concrete
13.6
10 517595 5651486
Jeremy Araki 2001
1
Access:
0
ABUTMENTS
FairBearings due to left issue
Not ApplicableBracing
GoodBallast Wall integral with cap
Not ApplicableCorrosion Protection
FairCaps or Sills Good except for the left issue with touching the slabs
GoodFill
Not ApplicableHardware
UnratedPiles or Posts cannot see
GoodRiprap
Not ApplicableWing Wall
APPROACHES
ExcellentAlignment 0
0Bridge Ahead Signs Missing
NoBrushing Required
0Delineator Missing Left(approaching structure)
0Delineator Missing Right(approaching structure)
GoodFender Condition noposts
n/aPosted Load Rating none
GoodRoad Surface
DECK
Span 1
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 213 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001A
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K503 K503 MUD CREEK BR 01 2014/08/30
Permanent Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
GoodConcrete Deck
GoodCurb Rail/Blocks/Posts
GoodDeck Joints
GoodGrout Pockets
GoodHardware
Not ApplicableHand Rails/Walkouts
GoodOverall Deck Condition
GoodRunning Surface LT: gravel covered some of the surface.
SUPERSTRUCTURE
Span 1
Not ApplicableBracing
Not ApplicableHardware
GoodWelded/grouted shear connectors
CH
AN
NE
LH
AZ
AR
DS
Estimated Present Water Level Depth: Estimated Present Water Level Width:
Estimated High Water Level Clearance:
High Water: Debris:Scour: Aggradation:Ice:
Comment:
No No No No No
1.2
0.3 4.0
# Status Priority Estimate Description
RE
PA
IRS
# Description
1 LT: Monitor cap for LB bearing
MO
NIT
OR
SG
EN
ER
AL Inspector's
Comment:
On the left abutment the very front edge of the cap is touching the slabs. No cracks or anything is noted. I
would take this off the monitor items as it is functioning okay.
THere is another comment about tension cracks, I think they are refering to the surface stress releif cracks in
the slabs which are a normal item. I could not find any other cracking.
LT (2014/12/20) reviewed.
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 214 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001A
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K503 K503 MUD CREEK BR 01 2014/08/30
Permanent Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
PEng's
Comment:
GE
NE
RA
L
Professional Inspection Required? Report Status:No
Replacement Date for full log haul traffic (year): Replacement Date for light vehicle traffic (year): 2046 2051
Current Inspection Load Rating: Design Load GVW (tonnes): 68 Design Vehicle Config.: L75
Accepted By Lester Thiessen on 12/20/2014 5:19:34PM
68
GE
NE
RA
L
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 215 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001B
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K504 K504 MUD-NOAXE CREEK 2016/06/14
Log Stringer Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
Inspector Name:
UTM Zone:
Total Length (metres):
Abutments (Left/Right): (looking downstream)Superstructure
Project File ID #:
KM:
Br.
User km:
Forest District:
Crossing Name: Next Inspection Date:
Crib, Log or Untreated Timber
UTM Easting:
# Spans:
Year Superstructure Installed:
Running Surface:Deck Type:
UTM Northing:
Span Length(s) (metres):
Noaxe Cr 15.45 15.90 2018/06/14
5496 02 Cascades Natural Resource District
Log Stringers
Timber - Untreated Timber Planks
12.0
10 520962 5657281
Ron Peace 2005
1
Access:
11.2
ABUTMENTS
GoodBearings
Not ApplicableBracing
GoodBallast Wall
Not ApplicableCorrosion Protection
GoodCaps or Sills
GoodFill
GoodHardware
GoodLog/Timber Cribs
Not ApplicablePiles or Posts
FairRiprap Small angular
GoodTie-backs
GoodWing Wall
APPROACHES
FairAlignment The #1 approach was recently widened, it still is tight but traffic is tracking well.
0Bridge Ahead Signs Missing
NoBrushing Required
0Delineator Missing Left(approaching structure)
0Delineator Missing Right
Installed at inspection(approaching structure)
NoneFender Condition
nonePosted Load Rating
GoodRoad Surface
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 216 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001B
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K504 K504 MUD-NOAXE CREEK 2016/06/14
Log Stringer Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
DECK
Span 1
GoodCurb Rail/Blocks/Posts
Not ApplicableDeck to Girder Bolts
GoodHardware
Not ApplicableHand Rails/Walkouts
GoodNails
GoodOverall Deck Condition
GoodRunning Planks 4" planks
UnratedSub Deck None
GoodTies
STRINGERS
Span 1
GoodLog Curbs
GoodNeedle Beam(s) and Shims Shimmed and tight
CH
AN
NE
LH
AZ
AR
DS
Estimated Present Water Level Depth: Estimated Present Water Level Width:
Estimated High Water Level Clearance:
High Water: Debris:Scour: Aggradation:Ice:
Comment:
No No No No No
2.2
0.2 7.8
# Status Priority Estimate Description
RE
PA
IRS
# Description
MO
NIT
OR
SG
EN
ER
AL Inspector's
Comment:
This structure is in very good condition, no significant rot was encountered. The #1 approach appears to have
recently been widened. Consider returning structure to regular inspection interval. There would have to be
extensive approach work done in order to install fenders.
Stringers are sound.
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 217 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001B
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K504 K504 MUD-NOAXE CREEK 2016/06/14
Log Stringer Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
PEng's
Comment:
GE
NE
RA
L
Professional Inspection Required? Report Status:No
Replacement Date for full log haul traffic (year): Replacement Date for light vehicle traffic (year): 2018 2021
Current Inspection Load Rating: Design Load GVW (tonnes): 68 Design Vehicle Config.: L75
Reviewed By Drew Alway on 2/6/2017 3:39:17PM
68
GE
NE
RA
L
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 218 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001A
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K505 K505 MUD-TAYLOR CREEK 2015/06/19
Permanent Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
Inspector Name:
UTM Zone:
Total Length (metres):
Abutments (Left/Right): (looking downstream)Superstructure
Project File ID #:
KM:
Br.
User km:
Forest District:
Crossing Name: Next Inspection Date:
Steel Pipe and Precast Pad
UTM Easting:
# Spans:
Year Superstructure Installed:
Running Surface:Deck Type:
UTM Northing:
Span Length(s) (metres):
Tyaughton Cr 1.44 1.60 2018/06/19
5496 03 Cascades Natural Resource District
Steel I-beam
Concrete Concrete
26.0
10 517677 5649607
Ron Peace 2005
1
Access:
0
ABUTMENTS
GoodBearings
GoodBracing
GoodBallast Wall
GoodCorrosion Protection
GoodCaps or Sills
GoodFill
GoodHardware
GoodPiles or Posts
GoodRiprap
Not ApplicableWing Wall
APPROACHES
FairAlignment
0Bridge Ahead Signs Missing
NoBrushing Required
0Delineator Missing Left(approaching structure)
0Delineator Missing Right(approaching structure)
GoodFender Condition
FairRoad Surface Materials continue to ravel down onto both approaches
DECK
Span 1
GoodConcrete Deck
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 219 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001A
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K505 K505 MUD-TAYLOR CREEK 2015/06/19
Permanent Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
FairCurb Rail/Blocks/Posts Loose
GoodDeck Joints
GoodGrout Pockets
GoodHardware
Not ApplicableHand Rails/Walkouts
GoodOverall Deck Condition
GoodRunning Surface
SUPERSTRUCTURE
Span 1
GoodBracing
GoodDiaphrams
GoodGirders
GoodHardware
Not ApplicableUnder Trussing
CH
AN
NE
LH
AZ
AR
DS
Estimated Present Water Level Depth: Estimated Present Water Level Width:
Estimated High Water Level Clearance:
High Water: Debris:Scour: Aggradation:Ice:
Comment:
No No No No No
1.4
2.0 5.2
# Status Priority Estimate Description
1 $400.00 Clear the #2 approach of raveled rock and gravelMediumRequired
2 $300.00 Tighten curb boltsLowRequiredRE
PA
IRS
# Description
MO
NIT
OR
SG
EN
ER
AL Inspector's
Comment:
No tag on bridge
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 220 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001A
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K505 K505 MUD-TAYLOR CREEK 2015/06/19
Permanent Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
PEng's
Comment:
GE
NE
RA
L
Professional Inspection Required? Report Status:No
Replacement Date for full log haul traffic (year): Replacement Date for light vehicle traffic (year): 2065 2070
Current Inspection Load Rating: Design Load GVW (tonnes): 0 Design Vehicle Config.:
Reviewed By Drew Alway on 2/11/2016 3:26:00PM
63
GE
NE
RA
L
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 221 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001B
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K506 K506 MUD-TYAUGHTON CRK 2015/06/19
Log Stringer Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
Inspector Name:
UTM Zone:
Total Length (metres):
Abutments (Left/Right): (looking downstream)Superstructure
Project File ID #:
KM:
Br.
User km:
Forest District:
Crossing Name: Next Inspection Date:
Crib, Log or Untreated Timber
UTM Easting:
# Spans:
Year Superstructure Installed:
Running Surface:Deck Type:
UTM Northing:
Span Length(s) (metres):
Tyaughton Cr 0.62 107.50 2017/06/19
5496 04 Cascades Natural Resource District
Steel I-beam
Timber - Untreated Timber Planks
27.8
10 517152 5652619
Ron Peace 2000
1
Note a number of cut slope failures on the access to this structure. DA. Feb 2014Access:
0
ABUTMENTS
GoodBearings
Not ApplicableBracing
GoodBallast Wall
Not ApplicableCorrosion Protection
GoodCaps or Sills
GoodFill
Not ApplicableHardware
GoodLog/Timber Cribs Old cribs used for erosion controll only
Not ApplicablePiles or Posts
FairRiprap
FairTie-backs
FairWing Wall
APPROACHES
FairAlignment The grade is very steep from the high chain, it does level out somewhat just before
the bridge 9%.
2Bridge Ahead Signs Missing In stall bridge ahead signs
NoBrushing Required
0Delineator Missing Left(approaching structure)
0Delineator Missing Right(approaching structure)
NoneFender Condition
FairRoad Surface
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 222 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001B
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K506 K506 MUD-TYAUGHTON CRK 2015/06/19
Log Stringer Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
DECK
Span 1
GoodCurb Rail/Blocks/Posts
GoodDeck to Girder Bolts
GoodHardware
Not ApplicableHand Rails/Walkouts
GoodNails
GoodOverall Deck Condition
FairRunning Planks Some break down on plank ends, minimal
UnratedSub Deck None
GoodTies
SUPERSTRUCTURE
Span 1
GoodBracing
GoodDiaphrams
GoodGirders
Not ApplicableHardware
Not ApplicableUnder Trussing
CH
AN
NE
LH
AZ
AR
DS
Estimated Present Water Level Depth: Estimated Present Water Level Width:
Estimated High Water Level Clearance:
High Water: Debris:Scour: Aggradation:Ice:
Comment:
No No No No No
3.5
2.0 15.1
# Status Priority Estimate Description
1 $500.00 Install bridge ahead signsLowRequired
RE
PA
IRS
# Description
1 Some breakdown on the blank ends
MO
NIT
OR
S
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 223 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001B
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K506 K506 MUD-TYAUGHTON CRK 2015/06/19
Log Stringer Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
GE
NE
RA
L Inspector's
Comment:
It appears that rock and fill were added to the downstream corner of the #2 approach. addressing the monitor
note
appears water bar was not installed.PEng's
Comment:
GE
NE
RA
L
Professional Inspection Required? Report Status:No
Replacement Date for full log haul traffic (year): Replacement Date for light vehicle traffic (year): 2045 2050
Current Inspection Load Rating: Design Load GVW (tonnes): 68 Design Vehicle Config.: L75
Reviewed By Drew Alway on 2/11/2016 3:34:40PM
68
GE
NE
RA
L
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 224 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001A
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K620 K620 MUD-PARADISE CREEK 2014/08/31
Permanent Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
Inspector Name:
UTM Zone:
Total Length (metres):
Abutments (Left/Right): (looking downstream)Superstructure
Project File ID #:
KM:
Br.
User km:
Forest District:
Crossing Name: Next Inspection Date:
Steel Pipe and Precast Pad
UTM Easting:
# Spans:
Year Superstructure Installed:
Running Surface:Deck Type:
UTM Northing:
Span Length(s) (metres):
Mud Cr #1 1.10 0.90 2017/08/31
5496 05 Cascades Natural Resource District
Steel I-beam
Concrete Concrete
27.9
10 515700 5655668
Jeremy Araki 1998
1
12 ft ladder to inspect girders.Access:
0
ABUTMENTS
GoodBearings
GoodBracing
GoodBallast Wall
GoodCorrosion Protection posts and bracing coated
GoodCaps or Sills
GoodFill
GoodHardware
GoodPiles or Posts
GoodRiprap
Not ApplicableWing Wall
APPROACHES
GoodAlignment
2Bridge Ahead Signs Missing
YesBrushing Required LT: RBDS delineator obscured.
0Delineator Missing Left(approaching structure)
0Delineator Missing Right(approaching structure)
PoorFender Condition none
n/aPosted Load Rating none
FairRoad Surface some potholes
DECK
Span 1
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 225 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001A
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K620 K620 MUD-PARADISE CREEK 2014/08/31
Permanent Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
GoodConcrete Deck
GoodCurb Rail/Blocks/Posts
GoodDeck Joints
GoodGrout Pockets
GoodHardware
Not ApplicableHand Rails/Walkouts
GoodOverall Deck Condition
GoodRunning Surface LT: Gravel on deck.
SUPERSTRUCTURE
Span 1
GoodBracing
UnratedDiaphrams none
GoodGirders
GoodHardware
Not ApplicableUnder Trussing
CH
AN
NE
LH
AZ
AR
DS
Estimated Present Water Level Depth: Estimated Present Water Level Width:
Estimated High Water Level Clearance:
High Water: Debris:Scour: Aggradation:Ice:
Comment:
No No No No No
5.0
0.3 5.0
# Status Priority Estimate Description
1 $2,000.00 consider adding approach barriers, big drops off bridge cornersHighRequired
2 $500.00 LT: Brushing required.MediumRequiredRE
PA
IRS
# Description
MO
NIT
OR
SG
EN
ER
AL Inspector's
Comment:
LT (2014/12/22): Added repair: RB brushing required, RBDS delineator obscured.
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 226 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001A
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K620 K620 MUD-PARADISE CREEK 2014/08/31
Permanent Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
PEng's
Comment:
GE
NE
RA
L
Professional Inspection Required? Report Status:No
Replacement Date for full log haul traffic (year): Replacement Date for light vehicle traffic (year): 2043 2048
Current Inspection Load Rating: Design Load GVW (tonnes): 68 Design Vehicle Config.: L75
Accepted By Lester Thiessen on 12/22/2014 11:25:00PM
68
GE
NE
RA
L
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 227 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001A
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K619 K619 MUD-PARADISE CREEK 2014/08/31
Permanent Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
Inspector Name:
UTM Zone:
Total Length (metres):
Abutments (Left/Right): (looking downstream)Superstructure
Project File ID #:
KM:
Br.
User km:
Forest District:
Crossing Name: Next Inspection Date:
Steel Pipe and Precast Pad
UTM Easting:
# Spans:
Year Superstructure Installed:
Running Surface:Deck Type:
UTM Northing:
Span Length(s) (metres):
Relay Cr 1.64 1.60 2017/08/31
5496 05 Cascades Natural Resource District
Steel I-beam
Concrete Composite Gravel
21.7
10 515524 5656131
Jeremy Araki 1999
1
Access:
0
ABUTMENTS
GoodBearings
GoodBracing
GoodBallast Wall
GoodCorrosion Protection posts and bracing coated
GoodCaps or Sills
GoodFill
GoodHardware
GoodPiles or Posts
GoodRiprap
Not ApplicableWing Wall
APPROACHES
GoodAlignment
2Bridge Ahead Signs Missing
YesBrushing Required LT: Minor brushing required, one delineator obscured (RBDS)
0Delineator Missing Left(approaching structure)
0Delineator Missing Right(approaching structure)
PoorFender Condition none
n/aPosted Load Rating none
FairRoad Surface some potholes
DECK
Span 1
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 228 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001A
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K619 K619 MUD-PARADISE CREEK 2014/08/31
Permanent Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
GoodConcrete Deck
FairCurb Rail/Blocks/Posts some rot in risers, see pic
GoodDeck Joints
GoodGrout Pockets
GoodGravel Surface
GoodHardware
Not ApplicableHand Rails/Walkouts
GoodOverall Deck Condition
SUPERSTRUCTURE
Span 1
GoodBracing
UnratedDiaphrams none
GoodGirders
GoodHardware
Not ApplicableUnder Trussing
CH
AN
NE
LH
AZ
AR
DS
Estimated Present Water Level Depth: Estimated Present Water Level Width:
Estimated High Water Level Clearance:
High Water: Debris:Scour: Aggradation:Ice:
Comment:
No No No No No
3.0
0.3 10.0
# Status Priority Estimate Description
2 $2,000.00 consider adding approach barriersMediumRequired
3 $500.00 LT: Brushing required.LowRequiredRE
PA
IRS
# Description
MO
NIT
OR
SG
EN
ER
AL Inspector's
Comment: LT (2014/12/22): Updated load rating to L75 according to bridge label. Minor brushing required, one delineator
obscured.
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 229 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001A
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K619 K619 MUD-PARADISE CREEK 2014/08/31
Permanent Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
PEng's
Comment:
GE
NE
RA
L
Professional Inspection Required? Report Status:No
Replacement Date for full log haul traffic (year): Replacement Date for light vehicle traffic (year): 2044 2049
Current Inspection Load Rating: Design Load GVW (tonnes): 68 Design Vehicle Config.: L75
Accepted By Lester Thiessen on 12/23/2014 8:57:01AM
68
GE
NE
RA
L
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 230 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001A
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K1130 K1130 MUD-SLUICEBOX CRK 2015/06/19
Permanent Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
Inspector Name:
UTM Zone:
Total Length (metres):
Abutments (Left/Right): (looking downstream)Superstructure
Project File ID #:
KM:
Br.
User km:
Forest District:
Crossing Name: Next Inspection Date:
Steel Pipe and Precast Pad
UTM Easting:
# Spans:
Year Superstructure Installed:
Running Surface:Deck Type:
UTM Northing:
Span Length(s) (metres):
Mud Cr 0.08 0.10 2018/06/19
5496 07 Cascades Natural Resource District
Steel I-beam
Concrete Concrete
18.6
10 517811 5662301
Ron Peace 1999
1
Access:
0
ABUTMENTS
GoodBearings
GoodBracing
GoodBallast Wall
Not ApplicableCorrosion Protection
GoodCaps or Sills
PoorFill Both approaches have settled and a sink hole has developed at the #2 approach.
This is largely caused by the lack of fill in front of the ballast walls.
GoodHardware
GoodPiles or Posts
GoodRiprap
Not ApplicableWing Wall
APPROACHES
GoodAlignment
2Bridge Ahead Signs Missing Install bridge ahead signs
YesBrushing Required Brush out around bridge
0Delineator Missing Left(approaching structure)
0Delineator Missing Right(approaching structure)
NoneFender Condition
PoorRoad Surface Both approaches have settled and a sink hole has developed at the #2 approach.
This is largely caused by the lack of fill in front of the ballast walls.
DECK
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 231 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001A
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K1130 K1130 MUD-SLUICEBOX CRK 2015/06/19
Permanent Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
Span 1
GoodConcrete Deck
GoodCurb Rail/Blocks/Posts
GoodDeck Joints
GoodGrout Pockets
Not ApplicableHardware
Not ApplicableHand Rails/Walkouts
GoodOverall Deck Condition
GoodRunning Surface
SUPERSTRUCTURE
Span 1
GoodBracing
GoodDiaphrams
GoodGirders
Not ApplicableHardware
Not ApplicableUnder Trussing
CH
AN
NE
LH
AZ
AR
DS
Estimated Present Water Level Depth: Estimated Present Water Level Width:
Estimated High Water Level Clearance:
High Water: Debris:Scour: Aggradation:Ice:
Comment:
No No No No No
1.6
0.3 9.5
# Status Priority Estimate Description
1 $1,000.00 Both approaches have settled and a sink hole has developed at the #2
approach. This is largely caused by the lack of fill in front of the ballast
walls.
Add additional fill materials to both approaches and some addition 300
mm angular rock at toe of ballast walls where gaps exist.
HighRequired
2 $200.00 Brush out around the bridgeMediumRequired
3 $500.00 Install 2 bridge ahead signsLowRequired
RE
PA
IRS
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 232 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001A
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K1130 K1130 MUD-SLUICEBOX CRK 2015/06/19
Permanent Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
# Description
MO
NIT
OR
SG
EN
ER
AL Inspector's
Comment:
Both approaches have settled and a sink hole has developed at the #2 approach
addition approach fill required will be a lot cheaper of a fix than the concrete repairs that will be required for the
damaged ballast walls. Suggest users should complete this repair as soon as feasible.
PEng's
Comment:
GE
NE
RA
L
Professional Inspection Required? Report Status:No
Replacement Date for full log haul traffic (year): Replacement Date for light vehicle traffic (year): 2045 2050
Current Inspection Load Rating: Design Load GVW (tonnes): 0 Design Vehicle Config.:
Reviewed By Drew Alway on 2/11/2016 12:46:40PM
68
GE
NE
RA
L
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 233 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001A
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K509 K509 MUD-PACKHORSE 2016/06/14
Permanent Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
Inspector Name:
UTM Zone:
Total Length (metres):
Abutments (Left/Right): (looking downstream)Superstructure
Project File ID #:
KM:
Br.
User km:
Forest District:
Crossing Name: Next Inspection Date:
Steel Pipe and Precast Pad
UTM Easting:
# Spans:
Year Superstructure Installed:
Running Surface:Deck Type:
UTM Northing:
Span Length(s) (metres):
Mud Cr 0.01 0.20 2019/06/14
5496 15 Cascades Natural Resource District
Steel I-beam
Concrete Composite Concrete
23.4
10 517107 5660581
Ron Peace 2001
1
Access:
0
ABUTMENTS
GoodBearings
Not ApplicableBracing
GoodBallast Wall
Not ApplicableCorrosion Protection
GoodCaps or Sills
GoodFill
GoodHardware
GoodPiles or Posts
GoodRiprap Mostly bed rock
GoodWing Wall Lock blocks
APPROACHES
FairAlignment Corner at the #1 aproach
2Bridge Ahead Signs Missing Install bridge ahead signs
NoBrushing Required
0Delineator Missing Left(approaching structure)
0Delineator Missing Right(approaching structure)
NoneFender Condition
nonePosted Load Rating
GoodRoad Surface
DECK
Span 1
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 234 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001A
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K509 K509 MUD-PACKHORSE 2016/06/14
Permanent Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
GoodConcrete Deck
FairCurb Rail/Blocks/Posts Structure risers have elevated rot at a few locations
GoodDeck Joints
GoodGrout Pockets
GoodHardware
Not ApplicableHand Rails/Walkouts
GoodOverall Deck Condition
GoodRunning Surface
SUPERSTRUCTURE
Span 1
GoodBracing
GoodDiaphrams
GoodGirders
GoodHardware
Not ApplicableUnder Trussing
CH
AN
NE
LH
AZ
AR
DS
Estimated Present Water Level Depth: Estimated Present Water Level Width:
Estimated High Water Level Clearance:
High Water: Debris:Scour: Aggradation:Ice:
Comment:
No No No No No
8.5
0.3 5.5
# Status Priority Estimate Description
RE
PA
IRS
# Description
1 Structure risers have elevated rot at a few locations
MO
NIT
OR
SG
EN
ER
AL Inspector's
Comment:
Structure risers have elevated rot
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 235 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001A
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K509 K509 MUD-PACKHORSE 2016/06/14
Permanent Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
Suggest users should manage the water at the approaches more actively.PEng's
Comment:
GE
NE
RA
L
Professional Inspection Required? Report Status:No
Replacement Date for full log haul traffic (year): Replacement Date for light vehicle traffic (year): 2045 2050
Current Inspection Load Rating: Design Load GVW (tonnes): 68 Design Vehicle Config.: L75
Reviewed By Drew Alway on 1/13/2017 9:50:06AM
68
GE
NE
RA
L
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 236 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001A
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K921 K921 West Pavilion 2015/06/20
Permanent Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
Inspector Name:
UTM Zone:
Total Length (metres):
Abutments (Left/Right): (looking downstream)Superstructure
Project File ID #:
KM:
Br.
User km:
Forest District:
Crossing Name: Next Inspection Date:
Concrete Lock Blocks
UTM Easting:
# Spans:
Year Superstructure Installed:
Running Surface:Deck Type:
UTM Northing:
Span Length(s) (metres):
Leon Cr 47.15 48.00 2018/06/20
5848 01 Cascades Natural Resource District
Steel I-beam
Timber - Untreated Timber Planks
10.6
10 572615 5650186
Ron Peace 1988
1
Access:
0
ABUTMENTS
FairBearings The #1 upstream is covered in gravel
Not ApplicableBracing
FairBallast Wall
GoodConcrete Lock Blocks
Not ApplicableCorrosion Protection
GoodCaps or Sills
GoodFill
GoodHardware
Not ApplicablePiles or Posts
GoodRiprap
Not ApplicableWing Wall
APPROACHES
GoodAlignment
0Bridge Ahead Signs Missing
NoBrushing Required
0Delineator Missing Left(approaching structure)
0Delineator Missing Right(approaching structure)
GoodFender Condition
GoodRoad Surface
DECK
Span 1
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 237 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001A
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K921 K921 West Pavilion 2015/06/20
Permanent Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
GoodCurb Rail/Blocks/Posts
GoodDeck to Girder Bolts
GoodHardware
Not ApplicableHand Rails/Walkouts
FairNails
PoorOverall Deck Condition Requires attentioin
PoorRunning Planks Worn , rotten failed sections see photo
FairSub Deck
GoodTies
SUPERSTRUCTURE
Span 1
GoodBracing
GoodDiaphrams
GoodGirders Flanges are dirty
Not ApplicableHardware
Not ApplicableUnder Trussing
CH
AN
NE
LH
AZ
AR
DS
Estimated Present Water Level Depth: Estimated Present Water Level Width:
Estimated High Water Level Clearance:
High Water: Debris:Scour: Aggradation:Ice:
Comment:
No No No Yes No
3.1
0.5 5.5
Large tree across creek just upstream of bridge
# Status Priority Estimate Description
1 $4,800.00 Deck is worn and rotten, failed sections. Will require 1,346 Bf of 3"
decking. Bridge is skewed so there may be wasteage cuting skew
HighRequired
2 $200.00 Clean bearing and girder flangeLowRequired
RE
PA
IRS
# Description
1 Tree across creek upstream of the bridge, remove or monitor
MO
NIT
OR
S
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 238 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001A
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K921 K921 West Pavilion 2015/06/20
Permanent Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
GE
NE
RA
L Inspector's
Comment:
Deck is poor, rot and worn.
PEng's
Comment:
GE
NE
RA
L
Professional Inspection Required? Report Status:No
Replacement Date for full log haul traffic (year): Replacement Date for light vehicle traffic (year): 2039 2044
Current Inspection Load Rating: Design Load GVW (tonnes): 68 Design Vehicle Config.: L75
Reviewed By Drew Alway on 2/15/2016 1:16:40PM
68
GE
NE
RA
L
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 239 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001A
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K920 K920 West Pavilion 2015/06/20
Permanent Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
Inspector Name:
UTM Zone:
Total Length (metres):
Abutments (Left/Right): (looking downstream)Superstructure
Project File ID #:
KM:
Br.
User km:
Forest District:
Crossing Name: Next Inspection Date:
Concrete Lock Blocks
UTM Easting:
# Spans:
Year Superstructure Installed:
Running Surface:Deck Type:
UTM Northing:
Span Length(s) (metres):
Watson Bar 68.61 77.80 2018/06/20
5848 01 Cascades Natural Resource District
Concrete Slab Girders
Concrete Concrete
6.4
10 564299 5658541
Ron Peace 1991
1
Access:
0
ABUTMENTS
GoodBearings
Not ApplicableBracing
UnratedBallast Wall None
GoodConcrete Lock Blocks
Not ApplicableCorrosion Protection
GoodCaps or Sills
GoodFill
Not ApplicableHardware
Not ApplicablePiles or Posts
GoodRiprap
Not ApplicableWing Wall
APPROACHES
GoodAlignment
0Bridge Ahead Signs Missing
NoBrushing Required
0Delineator Missing Left(approaching structure)
0Delineator Missing Right(approaching structure)
GoodFender Condition
GoodRoad Surface
DECK
Span 1
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 240 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001A
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K920 K920 West Pavilion 2015/06/20
Permanent Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
GoodConcrete Deck
FairCurb Rail/Blocks/Posts Loose curb bolts
GoodDeck Joints
Not ApplicableGrout Pockets
FairHardware Loose curb bolts
Not ApplicableHand Rails/Walkouts
GoodOverall Deck Condition
GoodRunning Surface
SUPERSTRUCTURE
Span 1
Not ApplicableBracing
Not ApplicableHardware
GoodWelded/grouted shear connectors
CH
AN
NE
LH
AZ
AR
DS
Estimated Present Water Level Depth: Estimated Present Water Level Width:
Estimated High Water Level Clearance:
High Water: Debris:Scour: Aggradation:Ice:
Comment:
No No No No No
1.7
0.3 4.0
# Status Priority Estimate Description
1 $300.00 Tighten Loose curb boltsLowComplete
RE
PA
IRS
# Description
MO
NIT
OR
SG
EN
ER
AL Inspector's
Comment:
appear to have new curbs, but they are loose
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 241 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001A
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K920 K920 West Pavilion 2015/06/20
Permanent Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
PEng's
Comment:
GE
NE
RA
L
Professional Inspection Required? Report Status:No
Replacement Date for full log haul traffic (year): Replacement Date for light vehicle traffic (year): 2041 2046
Current Inspection Load Rating: Design Load GVW (tonnes): 0 Design Vehicle Config.:
Reviewed By Drew Alway on 2/15/2016 12:31:34PM
68
GE
NE
RA
L
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 242 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001A
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K917 K917 West Pavilion 2014/09/01
Permanent Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
Inspector Name:
UTM Zone:
Total Length (metres):
Abutments (Left/Right): (looking downstream)Superstructure
Project File ID #:
KM:
Br.
User km:
Forest District:
Crossing Name: Next Inspection Date:
Concrete Cast in Place
UTM Easting:
# Spans:
Year Superstructure Installed:
Running Surface:Deck Type:
UTM Northing:
Span Length(s) (metres):
Watson Bar Cr 0.00 83.10 2017/09/01
5848 01 Cascades Natural Resource District
Concrete Box Beam
Concrete Gravel
8.6
10 568323 5662278
Jeremy Araki 1991
1
On IR #1. High bar band, not a public road. Forward copies, Brian Novosel at INAC. Take spur leading east at 74 km on the
West Pavilion FSR. Located 5 km off of the West Pavilion FSR. MRF 05/2014
Access:
0
ABUTMENTS
GoodBearings rubber bearing strip on cast in place concrete
Not ApplicableBracing
UnratedBallast Wall no ballast wall, structure is a slab bridge on cast in place
GoodConcrete Cast in Place
Not ApplicableCorrosion Protection
UnratedCaps or Sills no cap beam
FairFill Fine grained but stable
Not ApplicableHardware
Not ApplicablePiles or Posts
Not ApplicableRiprap bedrock channel
Not ApplicableWing Wall
APPROACHES
GoodAlignment
2Bridge Ahead Signs Missing
NoBrushing Required
0Delineator Missing Left(approaching structure)
0Delineator Missing Right(approaching structure)
NoneFender Condition none
n/aPosted Load Rating not posted
FairRoad Surface very silty, will be bad when wet
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 243 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001A
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K917 K917 West Pavilion 2014/09/01
Permanent Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
DECK
Span 1
UnratedConcrete Deck gravel over
FairCurb Rail/Blocks/Posts some decay but intact. LT: excessive debris up against curbs promoting rot.
UnratedDeck Joints gravel over
UnratedGrout Pockets gravel over
FairGravel Surface a bit silty
GoodHardware
Not ApplicableHand Rails/Walkouts
FairOverall Deck Condition LT: excessive debris up against curbs promoting rot.
SUPERSTRUCTURE
Span 1
Not ApplicableBracing
Not ApplicableHardware
UnratedWelded/grouted shear connectors gravel over
CH
AN
NE
LH
AZ
AR
DS
Estimated Present Water Level Depth: Estimated Present Water Level Width:
Estimated High Water Level Clearance:
High Water: Debris:Scour: Aggradation:Ice:
Comment:
No No No No No
2.0
1.0 1.0
# Status Priority Estimate Description
1 $2,000.00 consider adding approach barriersLowRequired
RE
PA
IRS
# Description
MO
NIT
OR
SG
EN
ER
AL Inspector's
Comment:
delineator fixed, curbs fair.
LT (2014/12/22): reviewed. Rejected due to missing abutment inspection data.
LT (2015/01/29): Accepted.
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 244 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001A
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K917 K917 West Pavilion 2014/09/01
Permanent Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
PEng's
Comment:
GE
NE
RA
L
Professional Inspection Required? Report Status:No
Replacement Date for full log haul traffic (year): Replacement Date for light vehicle traffic (year): 2036 2041
Current Inspection Load Rating: Design Load GVW (tonnes): 68 Design Vehicle Config.: L75
Accepted By Lester Thiessen on 1/29/2015 4:09:26PM
68
GE
NE
RA
L
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 245 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001A
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K919 K919 West Pavilion 2016/06/15
Permanent Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
Inspector Name:
UTM Zone:
Total Length (metres):
Abutments (Left/Right): (looking downstream)Superstructure
Project File ID #:
KM:
Br.
User km:
Forest District:
Crossing Name: Next Inspection Date:
Concrete Lock Blocks
UTM Easting:
# Spans:
Year Superstructure Installed:
Running Surface:Deck Type:
UTM Northing:
Span Length(s) (metres):
South French Bar Cr 93.28 102.00 2019/06/15
5848 01 Cascades Natural Resource District
Steel I-beam
Timber - Untreated Timber Planks
10.3
10 551871 5669723
Ron Peace 1993
1
Access:
0
ABUTMENTS
FairBearings Not pinned to lock blocks
Not ApplicableBracing
FairBallast Wall Not connected to superstructure
GoodConcrete Lock Blocks
Not ApplicableCorrosion Protection
PoorCaps or Sills No sill, ribber pads on lock blocks
GoodFill
Not ApplicableHardware
Not ApplicablePiles or Posts
GoodRiprap
Not ApplicableWing Wall
APPROACHES
GoodAlignment
0Bridge Ahead Signs Missing
YesBrushing Required
0Delineator Missing Left(approaching structure)
0Delineator Missing Right(approaching structure)
NoneFender Condition
nonePosted Load Rating
GoodRoad Surface
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 246 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001A
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K919 K919 West Pavilion 2016/06/15
Permanent Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
DECK
Span 1
FairCurb Rail/Blocks/Posts The curbs have hi rot values and will require replacement soon. Some impact
damage at the upstream side of #1, the metal riser is now resting on a cracked tie.
This can be remedied when replacing the curbs by moving riser to undamaged tie.
GoodDeck to Girder Bolts
GoodHardware
Not ApplicableHand Rails/Walkouts
GoodNails
GoodOverall Deck Condition
FairRunning Planks Some rot pockets, generaly good
GoodSub Deck
GoodTies With the exception of 2 damaged by curb impact at the #1 approacg upstream side,
see photo
SUPERSTRUCTURE
Span 1
PoorBracing Mid span bottom horizontal is bent see photo
GoodDiaphrams
GoodGirders
Not ApplicableHardware
Not ApplicableUnder Trussing
CH
AN
NE
LH
AZ
AR
DS
Estimated Present Water Level Depth: Estimated Present Water Level Width:
Estimated High Water Level Clearance:
High Water: Debris:Scour: Aggradation:Ice:
Comment:
No No No No No
1.5
0.2 45.3
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 247 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001A
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K919 K919 West Pavilion 2016/06/15
Permanent Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
# Status Priority Estimate Description
1 $2,000.00 The curbs have hi rot values and will require replacement soon. Some
impact damage at the upstream side of #1, the metal riser is now resting
on a cracked tie. This can be remedied when replacing the curbs by
moving riser to undamaged tie. Curbs consist of 2- 16' and 2-18' 10x10"
timbers on metal risers
LowRequired
2 $150.00 Brush out bridgeLowRequired
3 $2,000.00 Replace damaged bottom chord angle at mid span location. CWB
certified company and welder required. Documentation of repairs and
welder qualification to be sent to RSI engineering branch.
HighRequired
RE
PA
IRS
# Description
1 Monitor lack of connection to lock blocks at bearing
2 Bent horizontal braceMO
NIT
OR
SG
EN
ER
AL Inspector's
Comment:
The curbs have hi rot values and will require replacement soon. Some impact damage at the upstream side of
#1, the metal riser is now resting on a cracked tie. This can be remedied when replacing the curbs by moving
riser to undamaged tie.
Note we have no drawings on file for this installation. I've set the load rating to unknown, still safe for industrial
hauling. Requires more detailed inspection. Full measure up required and evaluation required.
PEng's
Comment:
GE
NE
RA
L
Professional Inspection Required? Report Status:No
Replacement Date for full log haul traffic (year): Replacement Date for light vehicle traffic (year): 2043 2048
Current Inspection Load Rating: Design Load GVW (tonnes): 0 Design Vehicle Config.:
Reviewed By Drew Alway on 2/6/2017 1:52:10PM
See footnote
GE
NE
RA
L
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 248 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001A
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K1349 K1349 West Pavilion 2015/06/20
Permanent Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
Inspector Name:
UTM Zone:
Total Length (metres):
Abutments (Left/Right): (looking downstream)Superstructure
Project File ID #:
KM:
Br.
User km:
Forest District:
Crossing Name: Next Inspection Date:
Steel Pipe and Precast Pad
UTM Easting:
# Spans:
Year Superstructure Installed:
Running Surface:Deck Type:
UTM Northing:
Span Length(s) (metres):
French Bar 103.36 112.00 2018/06/20
5848 01 Cascades Natural Resource District
Steel I-beam
Timber - Untreated Timber Planks
20.0
10 547088 5675564
Ron Peace 2006
1
Access:
0
ABUTMENTS
GoodBearings
GoodBracing
GoodBallast Wall
Not ApplicableCorrosion Protection
GoodCaps or Sills
GoodFill
GoodHardware
GoodPiles or Posts
GoodRiprap
Not ApplicableWing Wall
APPROACHES
GoodAlignment
0Bridge Ahead Signs Missing
NoBrushing Required
0Delineator Missing Left(approaching structure)
0Delineator Missing Right(approaching structure)
NoneFender Condition
FairRoad Surface Low at both approaches
DECK
Span 1
GoodCurb Rail/Blocks/Posts
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 249 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001A
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K1349 K1349 West Pavilion 2015/06/20
Permanent Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
GoodDeck to Girder Bolts
GoodHardware
Not ApplicableHand Rails/Walkouts
GoodNails
GoodOverall Deck Condition
GoodRunning Planks
GoodSub Deck
GoodTies
SUPERSTRUCTURE
Span 1
GoodBracing
GoodDiaphrams
GoodGirders
Not ApplicableHardware
Not ApplicableUnder Trussing
CH
AN
NE
LH
AZ
AR
DS
Estimated Present Water Level Depth: Estimated Present Water Level Width:
Estimated High Water Level Clearance:
High Water: Debris:Scour: Aggradation:Ice:
Comment:
No No No No No
2.2
0.3 5.0
# Status Priority Estimate Description
RE
PA
IRS
# Description
MO
NIT
OR
SG
EN
ER
AL Inspector's
Comment:
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 250 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001A
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K1349 K1349 West Pavilion 2015/06/20
Permanent Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
PEng's
Comment:
GE
NE
RA
L
Professional Inspection Required? Report Status:No
Replacement Date for full log haul traffic (year): Replacement Date for light vehicle traffic (year): 2045 2050
Current Inspection Load Rating: Design Load GVW (tonnes): 63 Design Vehicle Config.:
Reviewed By Drew Alway on 2/11/2016 1:06:57PM
68
GE
NE
RA
L
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 251 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001B
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K918 K918 W. PAVILION-LEON CRK 2016/06/15
Log Stringer Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
Inspector Name:
UTM Zone:
Total Length (metres):
Abutments (Left/Right): (looking downstream)Superstructure
Project File ID #:
KM:
Br.
User km:
Forest District:
Crossing Name: Next Inspection Date:
Crib, Log or Untreated Timber
UTM Easting:
# Spans:
Year Superstructure Installed:
Running Surface:Deck Type:
UTM Northing:
Span Length(s) (metres):
Leon Cr 7.57 60.00 2018/06/15
5848 03 Cascades Natural Resource District
Log Stringers
Timber - Untreated Timber Planks
6.0
10 569678 5647779
Ron Peace 1983
1
Access:
5.9
ABUTMENTS
PoorBearings Rotten at #1
Not ApplicableBracing
GoodBallast Wall
Not ApplicableCorrosion Protection
PoorCaps or Sills The #1 crib has a log on top of the crib as a sill and it is rotten and failing
FairFill Sink hole at the #1 upstream corner
Not ApplicableHardware
FairLog/Timber Cribs
Not ApplicablePiles or Posts
FairRiprap
FairTie-backs Some crushing and checking
FairWing Wall
APPROACHES
FairAlignment Junction at the #1 approach, tight corner at #2
0Bridge Ahead Signs Missing
NoBrushing Required
0Delineator Missing Left(approaching structure)
0Delineator Missing Right(approaching structure)
GoodFender Condition
5Posted Load Rating
GoodRoad Surface
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 252 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001B
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K918 K918 W. PAVILION-LEON CRK 2016/06/15
Log Stringer Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
DECK
Span 1
GoodCurb Rail/Blocks/Posts Large cabled logs
Not ApplicableDeck to Girder Bolts
GoodHardware
Not ApplicableHand Rails/Walkouts
GoodNails
GoodOverall Deck Condition
GoodRunning Planks
UnratedSub Deck None
FairTies
STRINGERS
Span 1
Stringer # Peeled Rot Depth
(Bottom)
Rot Depth
(Side)
Rot Depth
(Top)
Wood
Species
CommentsDiameter
or
Width X Depth
1 All strunger have a relatively solid outer shell, on
this stringer #2 end is rotten and #1 has core rot
Yes 620 0 0 Fir620
2 goodYes 0 0 0 fir600
3 #2 end rotted through and extensive core rot on #!Yes 600 0 0 fir600
6 4 and 5 are good 6 has core rot on #1 endYes 400 0 0 Fir590
7 Rotted through on #1 endYes 590 0 0 Fir590
8 goodYes 0 0 0 fir610
9 Rotted through on #1 endYes 610 0 0 fir610
GoodLog Curbs Large logs supporting 2 needle beams
GoodNeedle Beam(s) and Shims Shimmed and cabled not tight
CH
AN
NE
LH
AZ
AR
DS
Estimated Present Water Level Depth: Estimated Present Water Level Width:
Estimated High Water Level Clearance:
High Water: Debris:Scour: Aggradation:Ice:
Comment:
No No No No No
2.2
0.3 4.8
# Status Priority Estimate Description
RE
PA
IRS
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 253 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001B
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K918 K918 W. PAVILION-LEON CRK 2016/06/15
Log Stringer Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
# Description
1 Monitor #1 sill for rot and failure
2 Monitor stringers for failureMO
NIT
OR
SG
EN
ER
AL Inspector's
Comment:
This structure has had double needle beams, set in front of each crib, they are solid and secure as well as
supported by large curb logs. The stringers have outer relatively solid shells. Stringers 1,3,7and 9 are rotted
through at bearing. Extensive core rot on 1, 3, 6 @#1 abutment. The sill on #1 is rotten and crushing, it is just
a log laid on top of the crib.
This structure has a limited life, consider closure or replacement
Professional inspection required to determine closure or not. Safe for pick up traffic until that point.PEng's
Comment:
GE
NE
RA
L
Professional Inspection Required? Report Status:Yes
Replacement Date for full log haul traffic (year): Replacement Date for light vehicle traffic (year): 2016 2018
Current Inspection Load Rating: Design Load GVW (tonnes): 63 Design Vehicle Config.:
Reviewed By Drew Alway on 1/11/2017 10:07:19AM
5
GE
NE
RA
L
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 254 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001B
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K564 K564 W. PAVILION-PONY VLY 2016/06/15
Log Stringer Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
Inspector Name:
UTM Zone:
Total Length (metres):
Abutments (Left/Right): (looking downstream)Superstructure
Project File ID #:
KM:
Br.
User km:
Forest District:
Crossing Name: Next Inspection Date:
Crib, Log or Untreated Timber
UTM Easting:
# Spans:
Year Superstructure Installed:
Running Surface:Deck Type:
UTM Northing:
Span Length(s) (metres):
Pony Valley Cr 6.99 7.00 2018/06/15
5848 05 Cascades Natural Resource District
Log Stringers
Timber - Untreated Timber Planks
10.0
10 542798 5673115
Ron Peace 1997
1
Access:
9.4
ABUTMENTS
GoodBearings
Not ApplicableBracing
FairBallast Wall Some punkness and rot on the #1 abutment, which is constantly wet from the
approach run off
Not ApplicableCorrosion Protection
GoodCaps or Sills
GoodFill
Not ApplicableHardware
GoodLog/Timber Cribs
Not ApplicablePiles or Posts
GoodRiprap
GoodTie-backs
GoodWing Wall
APPROACHES
PoorAlignment Grade steep down onto bridge from High Chain.
0Bridge Ahead Signs Missing
YesBrushing Required
0Delineator Missing Left(approaching structure)
0Delineator Missing Right(approaching structure)
NoneFender Condition
10Posted Load Rating Posted at this inspection as requested by DA
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 255 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001B
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K564 K564 W. PAVILION-PONY VLY 2016/06/15
Log Stringer Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
PoorRoad Surface Surface water from spring in road is running onto the bridge. The road has been
deactivated beyond the bridge, waterbarred
DECK
Span 1
FairCurb Rail/Blocks/Posts
Not ApplicableDeck to Girder Bolts
GoodHardware Cabled curbs
Not ApplicableHand Rails/Walkouts
FairNails
PoorOverall Deck Condition Will require new deck for industrial haul
PoorRunning Planks Very dirty and punky, continuious water running onto the bridge, 2x10" only
PoorSub Deck Rotten and failing, dirty 2x6 only
FairTies 6x6" ties on 255 mm centers
STRINGERS
Span 1
Stringer # Peeled Rot Depth
(Bottom)
Rot Depth
(Side)
Rot Depth
(Top)
Wood
Species
CommentsDiameter
or
Width X Depth
3 Heavy check, cored no rotYes 0 0 0 fir560
7 no rotYes 0 0 0 fir570
8 No rotYes 0 0 0 fir565
FairLog Curbs Some rot in Downstream, minimal
FairNeedle Beam(s) and Shims Shimmed and cabled but not tight
CH
AN
NE
LH
AZ
AR
DS
Estimated Present Water Level Depth: Estimated Present Water Level Width:
Estimated High Water Level Clearance:
High Water: Debris:Scour: Aggradation:Ice:
Comment:
No No No No No
2.2
0.3 2.8
# Status Priority Estimate Description
1 $3,200.00 Will require new deck for industrial haul, deck is 14.5' x 33'HighRequired
2 $200.00 Brush out bridgeLowRequired
3 $1,000.00 Reslope road or water bar if not usedHighRequired
RE
PA
IRS
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 256 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001B
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K564 K564 W. PAVILION-PONY VLY 2016/06/15
Log Stringer Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
# Description
MO
NIT
OR
SG
EN
ER
AL Inspector's
Comment:
The bridgde was posted at 10 tonnes as requested.
Eronious previous inspections indicate few ties in actuallity there are many ties but they are stagered from
upstream to downstream under the deck. The ties are 6x6" and spaced approximately 255 mm apart +/-
The deck is however in poor condition with one failed spot (see photo) between the run strips. Deck planks are
2x10 and 2x6" sub deck.
Stringers appear to be sound, #3 is heavly checkede and was core sampled but is sound as well 7&8 sampled
and no rot. there are 8 stringers not 7 as noted in previous inspection. :(
The stringers seem to be doing well, so if users decided to re-deck this bridge, I would estimate they could get
another 4 years at the 41 tonnes load rating. As is right now maintain the 10 tonnes posted load restriction. I
would utilize a 406mm o/c spacing at the same 8"X8" tie size but with 4"X10" sub decking.
PEng's
Comment:
GE
NE
RA
L
Professional Inspection Required? Report Status:No
Replacement Date for full log haul traffic (year): Replacement Date for light vehicle traffic (year): 2015 2020
Current Inspection Load Rating: Design Load GVW (tonnes): 41 Design Vehicle Config.: L45
Reviewed By Drew Alway on 1/18/2017 1:32:34PM
10
GE
NE
RA
L
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 257 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001D
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K629 K629 WEST PAVILION BR 14 2009/10/08
Woodbox/Log Culvert Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
Inlet Cover (mm):
Culvert Length (metres):
UTM Northing:
Opening Width (mm):
Culvert Material:
Outlet Cover (mm):
Gradient (%):
UTM Easting:
Opening Height (mm):
UTM Zone:
Footing Type:
Culvert Type:
Inspector Name:
KM:
Project File ID #:
User km:
Br.
Crossing Name:
Forest District:
Next Inspection Date:Ward Cr 0.22 95.10 2011/10/08
5848 14 Cascades Natural Resource District
Box Log
600 600
0.0
8.0 1,300 5,750
10 557735 5666009
Chris Cole 2004
Deactivated by BCTS 2010. DA.Access:
Year Superstructure Installed:
APPROACHES
GoodAlignment
2Bridge Ahead Signs Missing
NoBrushing Required
0Delineator Missing Left(approaching structure)
0Delineator Missing Right(approaching structure)
NoneFender Condition
PoorRoad Surface deactivated, waterbars
WOODBOX CULVERT
Stringer # Stringer Rot Depth Diameter Stringer Species Comments
1 Stringer Species: All unpeeled and no signs of rot0 500 Fd
GoodFill
GoodHead Wall
GoodInlet
GoodOutlet
GoodOverall
GoodRiprap
GoodRoof
GoodSide Walls
Not ApplicableTrash Rack
Not ApplicableWiers/Backwater Structures
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 258 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001D
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K629 K629 WEST PAVILION BR 14 2009/10/08
Woodbox/Log Culvert Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
GoodWing Wall
CH
AN
NE
LH
AZ
AR
DS
Estimated Present Water Level Depth: Estimated Present Water Level Width:
Estimated High Water Level Clearance:
High Water: Debris:Scour: Aggradation:Ice:
Comment:
No Yes No No No
1.2
0.1 1.5
Upstream town bank is vulnerable as the creek turns hard at the culvert, but there is no scouring.
# Status Priority Estimate Description
RE
PA
IRS
# Description
MO
NIT
OR
SG
EN
ER
AL Inspector's
Comment:
There is no debris or scouring occuring from concerns noted in previous inspection.
Refer to Inspection Comments for historical PEng CommentsPEng's
Comment:
GE
NE
RA
L
Professional Inspection Required? Report Status:No
Replacement Date for full log haul traffic (year): Replacement Date for light vehicle traffic (year): 2019 2024
Current Inspection Load Rating: Design Load GVW (tonnes): 0 Design Vehicle Config.:
Accepted By Drew Alway on 2/5/2010 12:00:00AM
0
GE
NE
RA
L
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 259 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001A
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K1140 K1140 MAKA-MURRAY 2015/06/15
Permanent Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
Inspector Name:
UTM Zone:
Total Length (metres):
Abutments (Left/Right): (looking downstream)Superstructure
Project File ID #:
KM:
Br.
User km:
Forest District:
Crossing Name: Next Inspection Date:
Steel Pipe and Precast Pad
UTM Easting:
# Spans:
Year Superstructure Installed:
Running Surface:Deck Type:
UTM Northing:
Span Length(s) (metres):
Unnamed 19.87 19.50 2018/06/15
6069 01 Cascades Natural Resource District
Concrete Box Beam
Concrete Concrete
9.6
10 641019 5522950
Ron Peace 1999
1
Access:
0
ABUTMENTS
GoodBearings
Not ApplicableBracing
GoodBallast Wall
Not ApplicableCorrosion Protection
GoodCaps or Sills
GoodFill
Not ApplicableHardware
GoodPiles or Posts
PoorRiprap Steep and unstable at the #2, pinched creek
Not ApplicableWing Wall
APPROACHES
GoodAlignment
0Bridge Ahead Signs Missing
NoBrushing Required
0Delineator Missing Left(approaching structure)
0Delineator Missing Right(approaching structure)
NoneFender Condition
GoodRoad Surface
DECK
Span 1
GoodConcrete Deck
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 260 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001A
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K1140 K1140 MAKA-MURRAY 2015/06/15
Permanent Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
FairCurb Rail/Blocks/Posts Steep and unstable at the #2, pinched creek
GoodDeck Joints
Not ApplicableGrout Pockets
GoodHardware
Not ApplicableHand Rails/Walkouts
GoodOverall Deck Condition
GoodRunning Surface
SUPERSTRUCTURE
Span 1
Not ApplicableBracing
Not ApplicableHardware
GoodWelded/grouted shear connectors
CH
AN
NE
LH
AZ
AR
DS
Estimated Present Water Level Depth: Estimated Present Water Level Width:
Estimated High Water Level Clearance:
High Water: Debris:Scour: Aggradation:Ice:
Comment:
No Yes No No No
1.5
0.1 1.6
Some scour at the toe of upstream corner of #2 abutment.
# Status Priority Estimate Description
RE
PA
IRS
# Description
1 Steep and unstable at the #2, pinched creek, some failure at toe.
MO
NIT
OR
SG
EN
ER
AL Inspector's
Comment:
The curb components are nearing end of life, 3 yr. max
PEng's
Comment:
GE
NE
RA
L
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 261 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001A
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K1140 K1140 MAKA-MURRAY 2015/06/15
Permanent Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
Professional Inspection Required? Report Status:No
Replacement Date for full log haul traffic (year): Replacement Date for light vehicle traffic (year): 2045 2050
Current Inspection Load Rating: Design Load GVW (tonnes): 68 Design Vehicle Config.: L75
Reviewed By Drew Alway on 2/11/2016 12:55:54PM
68
GE
NE
RA
L
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 262 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001A
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K915 K915 LOWER MAKA 2014/07/16
Permanent Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
Inspector Name:
UTM Zone:
Total Length (metres):
Abutments (Left/Right): (looking downstream)Superstructure
Project File ID #:
KM:
Br.
User km:
Forest District:
Crossing Name: Next Inspection Date:
Steel Pipe and Precast Pad
UTM Easting:
# Spans:
Year Superstructure Installed:
Running Surface:Deck Type:
UTM Northing:
Span Length(s) (metres):
Maka Cr 0.56 18.00 2017/07/16
6069 03 Cascades Natural Resource District
Steel I-beam
Concrete Composite Concrete
21.3
10 640100 5524554
Jean-Guy Bernat 1999
1
Access:
20.7
ABUTMENTS
GoodBearings
UnratedBracing not visible
GoodBallast Wall minor chip LT: No photos
PoorCorrosion Protection steel post not painted LT: No photos
UnratedCaps or Sills none
GoodFill minor settlement at bridge ends, could use some gravel LT: No Photos
UnratedHardware not visible
GoodPiles or Posts
GoodRiprap
Not ApplicableWing Wall
APPROACHES
GoodAlignment
0Bridge Ahead Signs Missing
YesBrushing Required minor and some at left bridge ahead sign
0Delineator Missing Left(approaching structure)
0Delineator Missing Right(approaching structure)
NoneFender Condition
GoodRoad Surface
DECK
Span 1
GoodConcrete Deck minor chips LT: No photos
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 263 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001A
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K915 K915 LOWER MAKA 2014/07/16
Permanent Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
FairCurb Rail/Blocks/Posts some rot in blocks, few bolts slightly loose LT: No photos
UnratedDeck Joints LT: changed to unrated due to formwork still in place.
GoodGrout Pockets
GoodHardware
Not ApplicableHand Rails/Walkouts
GoodOverall Deck Condition
GoodRunning Surface
SUPERSTRUCTURE
Span 1
GoodBracing
GoodDiaphrams
GoodGirders
Not ApplicableHardware wleded assembly
Not ApplicableUnder Trussing
CH
AN
NE
LH
AZ
AR
DS
Estimated Present Water Level Depth: Estimated Present Water Level Width:
Estimated High Water Level Clearance:
High Water: Debris:Scour: Aggradation:Ice:
Comment:
No No No No No
1.8
0.3 13.0
Monitored tree in channel upstream. NOt a concern for now
# Status Priority Estimate Description
2 $600.00 LT: Consider painting steel posts with xymax to resist corrosion.LowRequired
3 $500.00 LT: remove formwork from underside of deck.MediumRequiredRE
PA
IRS
# Description
MO
NIT
OR
SG
EN
ER
AL Inspector's
Comment:
Fill has not been added on the approaches at the bridge ends. Tree in channel upstream monitored and OK
for now.
LT (2014/12/17): No photos to show deficiencies noted by inspector. Approach photos taken too far away.
Repair added: paint steel posts with xymax to resist corrosion, remove formwork from underside of bridge deck
joints.
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 264 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001A
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K915 K915 LOWER MAKA 2014/07/16
Permanent Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
PEng's
Comment:
GE
NE
RA
L
Professional Inspection Required? Report Status:No
Replacement Date for full log haul traffic (year): Replacement Date for light vehicle traffic (year): 2044 2049
Current Inspection Load Rating: Design Load GVW (tonnes): 68 Design Vehicle Config.: L75
Accepted By Lester Thiessen on 12/18/2014 10:09:16AM
68
GE
NE
RA
L
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 265 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001A
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K715 K715 MAKA-MICHAEL 2016/06/27
Permanent Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
Inspector Name:
UTM Zone:
Total Length (metres):
Abutments (Left/Right): (looking downstream)Superstructure
Project File ID #:
KM:
Br.
User km:
Forest District:
Crossing Name: Next Inspection Date:
Steel Pipe and Precast Pad
UTM Easting:
# Spans:
Year Superstructure Installed:
Running Surface:Deck Type:
UTM Northing:
Span Length(s) (metres):
Debbie Cr 3.85 4.00 2019/06/27
6069 04 Cascades Natural Resource District
Concrete Box Beam
Gravel Gravel
9.0
10 641338 5517577
Ron Peace 1994
1
Access:
0
ABUTMENTS
GoodBearings
GoodBracing
UnratedBallast Wall None
Not ApplicableCorrosion Protection
GoodCaps or Sills Some chipping along the top
FairFill Does not extend to the base of the sill, this has allowed the sink hole to develope
Not ApplicableHardware
Not ApplicablePiles or Posts
FairRiprap Round and some movement has occured
Not ApplicableWing Wall
APPROACHES
FairAlignment Tight corner at the #2 and a unnessary jog at the #1
0Bridge Ahead Signs Missing
YesBrushing Required
0Delineator Missing Left(approaching structure)
0Delineator Missing Right(approaching structure)
NoneFender Condition
nonePosted Load Rating
FairRoad Surface Does not extend to the base of the sill, this has allowed the sink hole to develope
DECK
Span 1
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 266 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001A
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K715 K715 MAKA-MICHAEL 2016/06/27
Permanent Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
GoodCurb Rail/Blocks/Posts
0Gravel Deck Depth (metres)
Not ApplicableGrout Pockets
UnratedGravel Surface None
GoodHardware
Not ApplicableHand Rails/Walkouts
GoodOverall Deck Condition Some chipping and wear at the bridge ends
SUPERSTRUCTURE
Span 1
Not ApplicableBracing
Not ApplicableHardware
GoodWelded/grouted shear connectors
CH
AN
NE
LH
AZ
AR
DS
Estimated Present Water Level Depth: Estimated Present Water Level Width:
Estimated High Water Level Clearance:
High Water: Debris:Scour: Aggradation:Ice:
Comment:
No No No No No
2.0
0.2 2.4
# Status Priority Estimate Description
1 $350.00 Fill small sink hole at the #2 approach, see photoHighRequired
2 $200.00 Brush out bridgeMediumRequiredRE
PA
IRS
# Description
1 Monitor rip rap
MO
NIT
OR
SG
EN
ER
AL Inspector's
Comment:
Fill sink hole at the #2 approach
The loss of material at the road surface is due to the poor riprap construction. A permanent fix is to add 300
mm minus angular rock below the base of the cap beams. Then backfill and compact the approach materials.
This rock can be hand placed.
PEng's
Comment:
GE
NE
RA
L
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 267 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001A
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K715 K715 MAKA-MICHAEL 2016/06/27
Permanent Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
Professional Inspection Required? Report Status:No
Replacement Date for full log haul traffic (year): Replacement Date for light vehicle traffic (year): 2038 2043
Current Inspection Load Rating: Design Load GVW (tonnes): 68 Design Vehicle Config.: L75
Reviewed By Drew Alway on 1/25/2017 2:36:15PM
68
GE
NE
RA
L
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 268 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001C
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K350 K350 STEMWINDER-HEDLEY MT 2016/07/05
Major Culvert Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
Inlet Cover (mm):
Culvert Length (metres):
UTM Northing:
Opening Width (mm):
Culvert Material:
Outlet Cover (mm):
Gradient (%):
UTM Easting:
Opening Height (mm):
UTM Zone:
Footing Type:
Culvert Type:
Inspector Name:
KM:
Project File ID #:
User km:
Br.
Crossing Name:
Forest District:
Next Inspection Date:McNulty Cr 1.63 16.90 2019/07/05
6427 02 Cascades Natural Resource District
Round Corrugated Steel
3,000 3,000
0.0
37.0 3,000 3,000
10 709038 5483615
Ron Peace 1991
Access:
Year Superstructure Installed:
APPROACHES
GoodAlignment
0Bridge Ahead Signs Missing
NoBrushing Required
0Delineator Missing Left(approaching structure)
0Delineator Missing Right(approaching structure)
NoneFender Condition
nonePosted Load Rating
GoodRoad Surface
CULVERT ELEMENT
Not ApplicableBaffles
Not ApplicableBolted Connections
GoodCoupled Connections
FairCoating Some rust minimal
Not ApplicableEmbedment Materials
GoodFill
FairFloor The comments related to the covert invert in pipe #1 could be a rock in the culvert.
No access due to water levels
Not ApplicableFooting
GoodHead Wall
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 269 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001C
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K350 K350 STEMWINDER-HEDLEY MT 2016/07/05
Major Culvert Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
GoodInlet There is considerable debris collected on the #1 culvert inlet, it should be removed
before more can collect.
GoodOutlet
GoodOverall
GoodRiprap
GoodRoof
GoodSide Walls
Not ApplicableTrash Rack
Not ApplicableWiers/Backwater Structures
GoodWing Wall
CH
AN
NE
LH
AZ
AR
DS
Estimated Present Water Level Depth: Estimated Present Water Level Width:
Estimated High Water Level Clearance:
High Water: Debris:Scour: Aggradation:Ice:
Comment:
No No No Yes No
1.0
0.4 8.0
There is considerable debris collected on the #1 culvert inlet, it should be removed before more can collect.
# Status Priority Estimate Description
1 $400.00 There is considerable debris collected on the #1 culvert inlet, it should be
removed before more can collect.
HighRequired
RE
PA
IRS
# Description
MO
NIT
OR
SG
EN
ER
AL Inspector's
Comment:
There is considerable debris collected on the #1 culvert inlet, it should be removed before more can collect.
PEng's
Comment:
GE
NE
RA
L
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 270 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001C
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K350 K350 STEMWINDER-HEDLEY MT 2016/07/05
Major Culvert Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
Professional Inspection Required? Report Status:Yes
Replacement Date for full log haul traffic (year): Replacement Date for light vehicle traffic (year): 2041 2046
Current Inspection Load Rating: Design Load GVW (tonnes): 0 Design Vehicle Config.:
Reviewed By Drew Alway on 1/10/2017 12:27:17PM
68
GE
NE
RA
L
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 271 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001A
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K551 K551 6678 2015/06/30
Permanent Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
Inspector Name:
UTM Zone:
Total Length (metres):
Abutments (Left/Right): (looking downstream)Superstructure
Project File ID #:
KM:
Br.
User km:
Forest District:
Crossing Name: Next Inspection Date:
Steel Pipe and Precast Pad
UTM Easting:
# Spans:
Year Superstructure Installed:
Running Surface:Deck Type:
UTM Northing:
Span Length(s) (metres):
Texas #1 0.23 0.20 2018/06/30
6678 01 Cascades Natural Resource District
Steel I-beam
Concrete Concrete
21.6
10 582865 5601115
Ron Peace 2005
1
Access:
21.6
ABUTMENTS
GoodBearings
GoodBracing
GoodBallast Wall
FairCorrosion Protection
GoodCaps or Sills
GoodFill
GoodHardware
GoodPiles or Posts
GoodRiprap
Not ApplicableWing Wall
APPROACHES
GoodAlignment
2Bridge Ahead Signs Missing
YesBrushing Required
0Delineator Missing Left(approaching structure)
0Delineator Missing Right(approaching structure)
NoneFender Condition
nonePosted Load Rating
GoodRoad Surface
DECK
Span 1
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 272 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001A
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K551 K551 6678 2015/06/30
Permanent Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
GoodConcrete Deck
GoodCurb Rail/Blocks/Posts
GoodDeck Joints
GoodGrout Pockets
GoodHardware
Not ApplicableHand Rails/Walkouts
GoodOverall Deck Condition
GoodRunning Surface
SUPERSTRUCTURE
Span 1
GoodBracing
GoodDiaphrams
GoodGirders
GoodHardware
Not ApplicableUnder Trussing
CH
AN
NE
LH
AZ
AR
DS
Estimated Present Water Level Depth: Estimated Present Water Level Width:
Estimated High Water Level Clearance:
High Water: Debris:Scour: Aggradation:Ice:
Comment:
No No No No No
1.9
1.2 7.0
# Status Priority Estimate Description
1 $500.00 Install both bridge ahead signsMediumRequired
2 $150.00 Brush out bridgeMediumRequiredRE
PA
IRS
# Description
MO
NIT
OR
SG
EN
ER
AL Inspector's
Comment:
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 273 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001A
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K551 K551 6678 2015/06/30
Permanent Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
PEng's
Comment:
GE
NE
RA
L
Professional Inspection Required? Report Status:No
Replacement Date for full log haul traffic (year): Replacement Date for light vehicle traffic (year): 2055 2055
Current Inspection Load Rating: Design Load GVW (tonnes): 63 Design Vehicle Config.: BCL625
Reviewed By Drew Alway on 2/15/2016 9:49:19AM
63
GE
NE
RA
L
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 274 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001A
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K569 K569 MURRAY-LALUWISSIN CK 2015/06/24
Permanent Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
Inspector Name:
UTM Zone:
Total Length (metres):
Abutments (Left/Right): (looking downstream)Superstructure
Project File ID #:
KM:
Br.
User km:
Forest District:
Crossing Name: Next Inspection Date:
Steel Pipe and Precast Pad
UTM Easting:
# Spans:
Year Superstructure Installed:
Running Surface:Deck Type:
UTM Northing:
Span Length(s) (metres):
Murray #1 2.72 4.80 2018/06/24
6879 01 Cascades Natural Resource District
Concrete Slab Girders
Concrete Concrete
13.6
10 613966 5588327
Ron Peace 1999
1
Access:
0
ABUTMENTS
GoodBearings
Not ApplicableBracing
GoodBallast Wall
Not ApplicableCorrosion Protection
GoodCaps or Sills
GoodFill
Not ApplicableHardware
Not ApplicablePiles or Posts
GoodRiprap
Not ApplicableWing Wall
APPROACHES
GoodAlignment
0Bridge Ahead Signs Missing
NoBrushing Required
0Delineator Missing Left(approaching structure)
0Delineator Missing Right(approaching structure)
NoneFender Condition
nonePosted Load Rating
GoodRoad Surface
DECK
Span 1
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 275 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001A
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K569 K569 MURRAY-LALUWISSIN CK 2015/06/24
Permanent Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
GoodConcrete Deck
PoorCurb Rail/Blocks/Posts One curb section and 2 risers have recently been replaced. Many of the remaining
have extensive rot, (see photo)
GoodDeck Joints
Not ApplicableGrout Pockets
Not ApplicableGrout Pockets
GoodHardware
Not ApplicableHand Rails/Walkouts
GoodOverall Deck Condition
GoodRunning Surface
SUPERSTRUCTURE
Span 1
Not ApplicableBracing
Not ApplicableHardware
GoodWelded/grouted shear connectors
CH
AN
NE
LH
AZ
AR
DS
Estimated Present Water Level Depth: Estimated Present Water Level Width:
Estimated High Water Level Clearance:
High Water: Debris:Scour: Aggradation:Ice:
Comment:
No No No No No
1.4
0.2 4.0
# Status Priority Estimate Description
RE
PA
IRS
# Description
1 One curb section and 2 risers have recently been replaced. Many of the remaining have extensive rot and should be
monitored, (see photo)
MO
NIT
OR
SG
EN
ER
AL Inspector's
Comment:
One curb section and 2 risers have recently been replaced. Many of the remaining have extensive rot, (see
photo)
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 276 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001A
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K569 K569 MURRAY-LALUWISSIN CK 2015/06/24
Permanent Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
PEng's
Comment:
GE
NE
RA
L
Professional Inspection Required? Report Status:No
Replacement Date for full log haul traffic (year): Replacement Date for light vehicle traffic (year): 2045 2050
Current Inspection Load Rating: Design Load GVW (tonnes): 68 Design Vehicle Config.: L75
Reviewed By Drew Alway on 2/16/2016 3:35:48PM
68
GE
NE
RA
L
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 277 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001A
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K568 K568 MURRAY-LALUWISSIN CK 2015/06/24
Permanent Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
Inspector Name:
UTM Zone:
Total Length (metres):
Abutments (Left/Right): (looking downstream)Superstructure
Project File ID #:
KM:
Br.
User km:
Forest District:
Crossing Name: Next Inspection Date:
Steel Pipe and Precast Pad
UTM Easting:
# Spans:
Year Superstructure Installed:
Running Surface:Deck Type:
UTM Northing:
Span Length(s) (metres):
Murray #2 2.88 4.90 2018/06/24
6879 01 Cascades Natural Resource District
Concrete Slab Girders
Concrete Concrete
13.6
10 613801 5588314
Ron Peace 1999
1
Access:
0
ABUTMENTS
GoodBearings
Not ApplicableBracing
GoodBallast Wall
Not ApplicableCorrosion Protection
GoodCaps or Sills
GoodFill
Not ApplicableHardware
Not ApplicablePiles or Posts
GoodRiprap
Not ApplicableWing Wall
APPROACHES
GoodAlignment
0Bridge Ahead Signs Missing
NoBrushing Required
0Delineator Missing Left(approaching structure)
0Delineator Missing Right(approaching structure)
NoneFender Condition
nonePosted Load Rating
GoodRoad Surface
DECK
Span 1
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 278 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001A
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K568 K568 MURRAY-LALUWISSIN CK 2015/06/24
Permanent Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
GoodConcrete Deck
FairCurb Rail/Blocks/Posts Some of the curb components where replaced, many of the remaining have high rot
values and loose
GoodDeck Joints
Not ApplicableGrout Pockets
GoodHardware
Not ApplicableHand Rails/Walkouts
GoodOverall Deck Condition
GoodRunning Surface
SUPERSTRUCTURE
Span 1
Not ApplicableBracing
Not ApplicableHardware
GoodWelded/grouted shear connectors
CH
AN
NE
LH
AZ
AR
DS
Estimated Present Water Level Depth: Estimated Present Water Level Width:
Estimated High Water Level Clearance:
High Water: Debris:Scour: Aggradation:Ice:
Comment:
No No No Yes No
1.1
0.3 3.6
Woody debris collecting at bridge
# Status Priority Estimate Description
1 $250.00 Clear Woody debris collecting at bridgeMediumComplete
RE
PA
IRS
# Description
1 Some of the curb components where replaced, many of the remaining have high rot values. Mat require replacement
soon
MO
NIT
OR
SG
EN
ER
AL Inspector's
Comment:
Some of the curb components where replaced, many of the remaining have high rot values
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 279 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001A
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K568 K568 MURRAY-LALUWISSIN CK 2015/06/24
Permanent Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
PEng's
Comment:
GE
NE
RA
L
Professional Inspection Required? Report Status:No
Replacement Date for full log haul traffic (year): Replacement Date for light vehicle traffic (year): 2045 2050
Current Inspection Load Rating: Design Load GVW (tonnes): 68 Design Vehicle Config.: L75
Reviewed By Drew Alway on 2/15/2016 11:18:49AM
68
GE
NE
RA
L
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 280 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001A
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K567 K567 MURRAY-LALUWISSIN CK 2015/06/24
Permanent Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
Inspector Name:
UTM Zone:
Total Length (metres):
Abutments (Left/Right): (looking downstream)Superstructure
Project File ID #:
KM:
Br.
User km:
Forest District:
Crossing Name: Next Inspection Date:
Steel Pipe and Precast Pad
UTM Easting:
# Spans:
Year Superstructure Installed:
Running Surface:Deck Type:
UTM Northing:
Span Length(s) (metres):
Murray #3 3.10 5.20 2018/06/24
6879 01 Cascades Natural Resource District
Concrete Box Beam
Concrete Concrete
13.6
10 613595 5588372
Ron Peace 1999
1
Access:
0
ABUTMENTS
GoodBearings
Not ApplicableBracing
GoodBallast Wall
Not ApplicableCorrosion Protection
GoodCaps or Sills
GoodFill
Not ApplicableHardware
GoodPiles or Posts
GoodRiprap
Not ApplicableWing Wall
APPROACHES
GoodAlignment
0Bridge Ahead Signs Missing
YesBrushing Required
0Delineator Missing Left(approaching structure)
0Delineator Missing Right(approaching structure)
NoneFender Condition
nonePosted Load Rating
GoodRoad Surface
DECK
Span 1
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 281 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001A
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K567 K567 MURRAY-LALUWISSIN CK 2015/06/24
Permanent Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
GoodConcrete Deck
PoorCurb Rail/Blocks/Posts Extensive will require replacement soon
GoodDeck Joints
Not ApplicableGrout Pockets
GoodHardware
Not ApplicableHand Rails/Walkouts
GoodOverall Deck Condition
GoodRunning Surface
SUPERSTRUCTURE
Span 1
Not ApplicableBracing
Not ApplicableHardware
GoodWelded/grouted shear connectors
CH
AN
NE
LH
AZ
AR
DS
Estimated Present Water Level Depth: Estimated Present Water Level Width:
Estimated High Water Level Clearance:
High Water: Debris:Scour: Aggradation:Ice:
Comment:
No No No No No
1.3
0.3 3.2
# Status Priority Estimate Description
1 $100.00 Brush out around bridgeLowComplete
2 $4,500.00 All curb components have extensive rot. Requires 1284 Bf. of 10x10"
timber which includes 12-24" and 12-36" riser blocks
MediumRequiredRE
PA
IRS
# Description
MO
NIT
OR
SG
EN
ER
AL Inspector's
Comment:
Bridge will rerquire new curbs and risers soon
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 282 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001A
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K567 K567 MURRAY-LALUWISSIN CK 2015/06/24
Permanent Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
These curb repairs should be completed as soon as feasible. Note this structure is a good candidate for HSS
retro-fit rail replacement and would decrease long term maintenance costs.
PEng's
Comment:
GE
NE
RA
L
Professional Inspection Required? Report Status:No
Replacement Date for full log haul traffic (year): Replacement Date for light vehicle traffic (year): 2045 2050
Current Inspection Load Rating: Design Load GVW (tonnes): 68 Design Vehicle Config.: L75
Reviewed By Drew Alway on 2/15/2016 10:50:42AM
68
GE
NE
RA
L
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 283 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001B
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K570 K570 MURRAY CREEK WEST 2015/06/24
Log Stringer Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
Inspector Name:
UTM Zone:
Total Length (metres):
Abutments (Left/Right): (looking downstream)Superstructure
Project File ID #:
KM:
Br.
User km:
Forest District:
Crossing Name: Next Inspection Date:
Sill -Temporary Materials
UTM Easting:
# Spans:
Year Superstructure Installed:
Running Surface:Deck Type:
UTM Northing:
Span Length(s) (metres):
Murray Cr North 1.70 18.00 2017/06/24
6879 04 Cascades Natural Resource District
Steel I-beam
Timber - Untreated Timber Planks
6.2
10 604880 5595752
Ron Peace 1970
1
Access:
5.4
ABUTMENTS
PoorBearings No bearing pads
Not ApplicableBracing
GoodBallast Wall
Not ApplicableCorrosion Protection
FairCaps or Sills Indivual lock block on their sides
FairFill
Not ApplicableHardware
Not ApplicablePiles or Posts
FairRiprap Some erosion has occured
Not ApplicableWing Wall
APPROACHES
GoodAlignment
0Bridge Ahead Signs Missing
YesBrushing Required
0Delineator Missing Left(approaching structure)
0Delineator Missing Right(approaching structure)
NoneFender Condition
nonePosted Load Rating
GoodRoad Surface
DECK
Span 1
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 284 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001B
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K570 K570 MURRAY CREEK WEST 2015/06/24
Log Stringer Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
FairCurb Rail/Blocks/Posts Two sections at the #2 approach have high rot values
GoodDeck to Girder Bolts
GoodHardware
Not ApplicableHand Rails/Walkouts
GoodNails
FairOverall Deck Condition
FairRunning Planks
FairSub Deck
FairTies Some new treated and some old have been rolled over
SUPERSTRUCTURE
Span 1
GoodBracing
GoodDiaphrams
GoodGirders Dirt on flanges
Not ApplicableHardware
Not ApplicableUnder Trussing
CH
AN
NE
LH
AZ
AR
DS
Estimated Present Water Level Depth: Estimated Present Water Level Width:
Estimated High Water Level Clearance:
High Water: Debris:Scour: Aggradation:Ice:
Comment:
No No No No No
0.3
0.1 2.6
# Status Priority Estimate Description
1 $300.00 Brush out bridgeHighRequired
2 $900.00 Two section of curb timber have high rot, Requires 2-6'x10x10" curb
timbers
MediumRequiredRE
PA
IRS
# Description
MO
NIT
OR
S
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 285 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001B
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K570 K570 MURRAY CREEK WEST 2015/06/24
Log Stringer Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
GE
NE
RA
L Inspector's
Comment:
curb replacement is required prior to industrial hauling. Structure will be downgraded if not completed by the
next routine inspection
PEng's
Comment:
GE
NE
RA
L
Professional Inspection Required? Report Status:No
Replacement Date for full log haul traffic (year): Replacement Date for light vehicle traffic (year): 2020 2025
Current Inspection Load Rating: Design Load GVW (tonnes): 63 Design Vehicle Config.: CL625
Reviewed By Drew Alway on 2/15/2016 11:24:22AM
63
GE
NE
RA
L
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 286 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001B
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K563 K563 MURRAY CREEK N-WEST 2016/06/16
Log Stringer Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
Inspector Name:
UTM Zone:
Total Length (metres):
Abutments (Left/Right): (looking downstream)Superstructure
Project File ID #:
KM:
Br.
User km:
Forest District:
Crossing Name: Next Inspection Date:
Sill -Temporary Materials
UTM Easting:
# Spans:
Year Superstructure Installed:
Running Surface:Deck Type:
UTM Northing:
Span Length(s) (metres):
Unnamed 5.20 7.00 2018/06/16
6879 05 Cascades Natural Resource District
Log Stringers
Timber - Untreated Timber Planks
6.2
10 603690 5600841
Ron Peace 1997
1
Road is deactivated for the last 4.5 km. The structure is still accessible by pickup. 2010 inspection infoAccess:
6.2
ABUTMENTS
FairBearings Treated timber sill
Not ApplicableBracing
GoodBallast Wall
Not ApplicableCorrosion Protection
GoodCaps or Sills Treated timber
GoodFill
Not ApplicableHardware
Not ApplicablePiles or Posts
FairRiprap
Not ApplicableWing Wall
APPROACHES
GoodAlignment
0Bridge Ahead Signs Missing
NoBrushing Required
0Delineator Missing Left(approaching structure)
0Delineator Missing Right(approaching structure)
NoneFender Condition
nonePosted Load Rating
GoodRoad Surface At bridge only road to structure is waterbared and many trees down
DECK
Span 1
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 287 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001B
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K563 K563 MURRAY CREEK N-WEST 2016/06/16
Log Stringer Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
FairCurb Rail/Blocks/Posts
Not ApplicableDeck to Girder Bolts
GoodHardware
Not ApplicableHand Rails/Walkouts
FairNails
PoorOverall Deck Condition Soon to be traffic hazard
PoorRunning Planks Rotten and failing, see photo
UnratedSub Deck None
FairTies
STRINGERS
Span 1
FairLog Curbs Elevated rot
Not ApplicableNeedle Beam(s) and Shims
CH
AN
NE
LH
AZ
AR
DS
Estimated Present Water Level Depth: Estimated Present Water Level Width:
Estimated High Water Level Clearance:
High Water: Debris:Scour: Aggradation:Ice:
Comment:
No No No No No
0.9
0.1 1.5
# Status Priority Estimate Description
RE
PA
IRS
# Description
1 Monitor failing deck
MO
NIT
OR
SG
EN
ER
AL Inspector's
Comment:
Stringer rot was additionally noted in the very ends and core rot of Both ends of #1 and #2 end of stringer #3.
Stringer #7 is very rotten. The deck is failing see photo. The road is heavily waterbared.Consider load rating
and or closure.
Redecking this structure is likely not warranted.
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 288 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001B
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K563 K563 MURRAY CREEK N-WEST 2016/06/16
Log Stringer Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
Post 10 tonnes load restriction due to structure age and progression of rot in stringers and decking.PEng's
Comment:
GE
NE
RA
L
Professional Inspection Required? Report Status:No
Replacement Date for full log haul traffic (year): Replacement Date for light vehicle traffic (year): 2017 2020
Current Inspection Load Rating: Design Load GVW (tonnes): 63 Design Vehicle Config.: CL625
Reviewed By Drew Alway on 1/13/2017 3:20:50PM
10
GE
NE
RA
L
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 289 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001A
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K1488 K1488 ME7469.02 2016/07/09
Permanent Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
Inspector Name:
UTM Zone:
Total Length (metres):
Abutments (Left/Right): (looking downstream)Superstructure
Project File ID #:
KM:
Br.
User km:
Forest District:
Crossing Name: Next Inspection Date:
Steel Pipe and Precast Pad
UTM Easting:
# Spans:
Year Superstructure Installed:
Running Surface:Deck Type:
UTM Northing:
Span Length(s) (metres):
Simen Cr 0.50 6.50 2019/07/09
7469 02 Cascades Natural Resource District
Steel I-beam
Concrete Removable Concrete
15.2
10 694115 5512360
Ron Peace 2009
1
Access:
14.7
ABUTMENTS
GoodBearings
GoodBracing
GoodBallast Wall
GoodCorrosion Protection
GoodCaps or Sills
GoodFill
GoodHardware
GoodPiles or Posts
GoodRiprap
Not ApplicableWing Wall
APPROACHES
GoodAlignment Junction at the #2 approach
0Bridge Ahead Signs Missing
NoBrushing Required
0Delineator Missing Left(approaching structure)
0Delineator Missing Right
Heavily shot up(approaching structure)
GoodFender Condition
nonePosted Load Rating
PoorRoad Surface The #2 approach has water flowing onto the bridge, previous waterbaring has failed
DECK
Span 1
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 290 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001A
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K1488 K1488 ME7469.02 2016/07/09
Permanent Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
GoodConcrete Deck
GoodCurb Rail/Blocks/Posts
Not ApplicableDeck to Girder Bolts
GoodDeck Joints
GoodGrout Pockets
GoodHardware
Not ApplicableHand Rails/Walkouts
GoodOverall Deck Condition
GoodRunning Surface
SUPERSTRUCTURE
Span 1
GoodBracing
GoodDiaphrams
GoodGirders
Not ApplicableHardware
Not ApplicableUnder Trussing
CH
AN
NE
LH
AZ
AR
DS
Estimated Present Water Level Depth: Estimated Present Water Level Width:
Estimated High Water Level Clearance:
High Water: Debris:Scour: Aggradation:Ice:
Comment:
No No No No No
2.0
0.4 3.3
# Status Priority Estimate Description
1 $2,000.00 The #2 approach has water flowing onto the bridge, previous waterbaring
has failed. Reestablish
HighRequired
RE
PA
IRS
# Description
MO
NIT
OR
SG
EN
ER
AL Inspector's
Comment:
The #2 approach has water flowing onto the bridge, previous waterbaring has failed
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 291 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001A
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K1488 K1488 ME7469.02 2016/07/09
Permanent Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
PEng's
Comment:
GE
NE
RA
L
Professional Inspection Required? Report Status:No
Replacement Date for full log haul traffic (year): Replacement Date for light vehicle traffic (year): 2059
Current Inspection Load Rating: Design Load GVW (tonnes): 63 Design Vehicle Config.: BCL625
Reviewed By Drew Alway on 12/6/2016 2:38:56PM
64
GE
NE
RA
L
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 292 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001A
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K445 K445 PASAYTEN RIVER 2016/07/05
Permanent Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
Inspector Name:
UTM Zone:
Total Length (metres):
Abutments (Left/Right): (looking downstream)Superstructure
Project File ID #:
KM:
Br.
User km:
Forest District:
Crossing Name: Next Inspection Date:
Pile -Permanent Materials
UTM Easting:
# Spans:
Year Superstructure Installed:
Running Surface:Deck Type:
UTM Northing:
Span Length(s) (metres):
Similkameen R 0.27 0.30 2019/07/05
7573 01 Cascades Natural Resource District
Glulam Girder
Timber - Untreated Timber Planks
32.0
10 674855 5446590
Ron Peace 1982
1
Access:
32
ABUTMENTS
GoodBearings
Not ApplicableBracing
GoodBallast Wall
GoodCorrosion Protection Creosote
GoodCaps or Sills
GoodFill
GoodHardware
FairPiles or Posts The #7 pile on the #1 abutment is rotted through
GoodRiprap
GoodWing Wall
APPROACHES
GoodAlignment
0Bridge Ahead Signs Missing
NoBrushing Required
0Delineator Missing Left(approaching structure)
0Delineator Missing Right(approaching structure)
NoneFender Condition
nonePosted Load Rating
GoodRoad Surface
DECK
Span 1
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 293 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001A
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K445 K445 PASAYTEN RIVER 2016/07/05
Permanent Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
FairCurb Rail/Blocks/Posts Some impact damage @ the #1 upstream, see photo
GoodDeck to Girder Bolts
FairHardware
Not ApplicableHand Rails/Walkouts
GoodNails
FairOverall Deck Condition Dirty and worn
PoorRunning Planks Worn and deteriorated on plank ends, dirty. Two run strips 1.3 wide with 3" planks
GoodSub Deck
GoodTies
SUPERSTRUCTURE
Span 1
GoodBracing
GoodDiaphrams
GoodGirders Ground inspection only
GoodHardware
GoodUnder Trussing
CH
AN
NE
LH
AZ
AR
DS
Estimated Present Water Level Depth: Estimated Present Water Level Width:
Estimated High Water Level Clearance:
High Water: Debris:Scour: Aggradation:Ice:
Comment:
No No No No No
3.7
1.2 21.2
# Status Priority Estimate Description
1 $300.00 Clean the deckMediumRequired
2 $300.00 Repair impact damage to curb, see photoMediumRequiredRE
PA
IRS
# Description
1 Monitor the running plank deterioration
MO
NIT
OR
SG
EN
ER
AL Inspector's
Comment:
The #7 pile on the #2 abutment is rotted through
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 294 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001A
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K445 K445 PASAYTEN RIVER 2016/07/05
Permanent Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
PEng's
Comment:
GE
NE
RA
L
Professional Inspection Required? Report Status:No
Replacement Date for full log haul traffic (year): Replacement Date for light vehicle traffic (year): 2032 2032
Current Inspection Load Rating: Design Load GVW (tonnes): 45 Design Vehicle Config.: Other
Reviewed By Drew Alway on 2/6/2017 3:54:36PM
63
GE
NE
RA
L
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 295 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001A
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K446 K446 PASAYTEN RIVER 2015/06/26
Permanent Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
Inspector Name:
UTM Zone:
Total Length (metres):
Abutments (Left/Right): (looking downstream)Superstructure
Project File ID #:
KM:
Br.
User km:
Forest District:
Crossing Name: Next Inspection Date:
Steel Pipe and Precast Pad
UTM Easting:
# Spans:
Year Superstructure Installed:
Running Surface:Deck Type:
UTM Northing:
Span Length(s) (metres):
Pasayten R 20.39 21.00 2018/06/26
7573 01 Cascades Natural Resource District
Steel I-beam
Concrete Concrete
30.5
10 679462 5433116
Ron Peace 2006
1
Access:
29.9
ABUTMENTS
GoodBearings
GoodBracing
GoodBallast Wall
GoodCorrosion Protection
GoodCaps or Sills
GoodFill
GoodHardware
GoodPiles or Posts
GoodRiprap
Not ApplicableWing Wall
APPROACHES
GoodAlignment
0Bridge Ahead Signs Missing
NoBrushing Required
0Delineator Missing Left(approaching structure)
0Delineator Missing Right(approaching structure)
NoneFender Condition
nonePosted Load Rating
PoorRoad Surface Low at both approaches, grader could raise material
DECK
Span 1
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 296 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001A
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K446 K446 PASAYTEN RIVER 2015/06/26
Permanent Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
GoodConcrete Deck
GoodCurb Rail/Blocks/Posts
GoodDeck Joints
GoodGrout Pockets
GoodHardware
Not ApplicableHand Rails/Walkouts
GoodOverall Deck Condition
GoodRunning Surface
SUPERSTRUCTURE
Span 1
GoodBracing
GoodDiaphrams
GoodGirders
GoodHardware
Not ApplicableUnder Trussing
CH
AN
NE
LH
AZ
AR
DS
Estimated Present Water Level Depth: Estimated Present Water Level Width:
Estimated High Water Level Clearance:
High Water: Debris:Scour: Aggradation:Ice:
Comment:
No No No No No
2.7
1.1 15.5
# Status Priority Estimate Description
1 $300.00 Low at both approaches, grader could raise materialHighRequired
RE
PA
IRS
# Description
MO
NIT
OR
SG
EN
ER
AL Inspector's
Comment:
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 297 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001A
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K446 K446 PASAYTEN RIVER 2015/06/26
Permanent Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
PEng's
Comment:
GE
NE
RA
L
Professional Inspection Required? Report Status:No
Replacement Date for full log haul traffic (year): Replacement Date for light vehicle traffic (year): 2065 2070
Current Inspection Load Rating: Design Load GVW (tonnes): 63 Design Vehicle Config.: CL625
Reviewed By Drew Alway on 2/11/2016 2:28:41PM
63
GE
NE
RA
L
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 298 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001A
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K447 K447 PASAYTEN RIVER 2015/06/26
Permanent Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
Inspector Name:
UTM Zone:
Total Length (metres):
Abutments (Left/Right): (looking downstream)Superstructure
Project File ID #:
KM:
Br.
User km:
Forest District:
Crossing Name: Next Inspection Date:
Steel Pipe and Precast Pad
UTM Easting:
# Spans:
Year Superstructure Installed:
Running Surface:Deck Type:
UTM Northing:
Span Length(s) (metres):
Peeve Cr 20.79 21.30 2018/06/26
7573 01 Cascades Natural Resource District
Steel I-beam
Concrete Concrete
15.2
10 679528 5432771
Ron Peace 2005
1
Access:
0
ABUTMENTS
GoodBearings
GoodBracing
GoodBallast Wall
GoodCorrosion Protection
GoodCaps or Sills
GoodFill
GoodHardware
GoodPiles or Posts
GoodRiprap
Not ApplicableWing Wall
APPROACHES
GoodAlignment
0Bridge Ahead Signs Missing
YesBrushing Required Brush out arount the bridge
0Delineator Missing Left(approaching structure)
0Delineator Missing Right(approaching structure)
NoneFender Condition
nonePosted Load Rating
FairRoad Surface Low fill at the #2 approach
DECK
Span 1
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 299 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001A
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K447 K447 PASAYTEN RIVER 2015/06/26
Permanent Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
GoodConcrete Deck
GoodCurb Rail/Blocks/Posts
GoodDeck Joints
Not ApplicableGrout Pockets
GoodHardware
Not ApplicableHand Rails/Walkouts
GoodOverall Deck Condition
GoodRunning Surface
SUPERSTRUCTURE
Span 1
GoodBracing
GoodDiaphrams
GoodGirders
GoodHardware
Not ApplicableUnder Trussing
CH
AN
NE
LH
AZ
AR
DS
Estimated Present Water Level Depth: Estimated Present Water Level Width:
Estimated High Water Level Clearance:
High Water: Debris:Scour: Aggradation:Ice:
Comment:
No No No No No
1.4
0.4 3.5
# Status Priority Estimate Description
1 $200.00 Brush out arount the bridgeMediumRequired
RE
PA
IRS
# Description
MO
NIT
OR
SG
EN
ER
AL Inspector's
Comment:
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 300 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001A
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K447 K447 PASAYTEN RIVER 2015/06/26
Permanent Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
PEng's
Comment:
GE
NE
RA
L
Professional Inspection Required? Report Status:No
Replacement Date for full log haul traffic (year): Replacement Date for light vehicle traffic (year): 2065 2070
Current Inspection Load Rating: Design Load GVW (tonnes): 0 Design Vehicle Config.:
Reviewed By Drew Alway on 2/11/2016 2:32:37PM
63
GE
NE
RA
L
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 301 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001A
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K448 K448 PASAYTEN RIVER 2016/07/07
Permanent Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
Inspector Name:
UTM Zone:
Total Length (metres):
Abutments (Left/Right): (looking downstream)Superstructure
Project File ID #:
KM:
Br.
User km:
Forest District:
Crossing Name: Next Inspection Date:
Steel Pipe and Precast Pad
UTM Easting:
# Spans:
Year Superstructure Installed:
Running Surface:Deck Type:
UTM Northing:
Span Length(s) (metres):
Upper Peeve Cr 24.79 25.50 2019/07/07
7573 01 Cascades Natural Resource District
Steel I-beam
Concrete Concrete
15.2
10 681832 5431695
Ron Peace 2005
1
May need quad on next inspection due to brush if not brushed out. Jan 2014 DA.Access:
0
ABUTMENTS
GoodBearings
GoodBracing
GoodBallast Wall
GoodCorrosion Protection
GoodCaps or Sills
GoodFill
GoodHardware
GoodPiles or Posts
GoodRiprap
Not ApplicableWing Wall
APPROACHES
FairAlignment The grade at the #2 is 14%
1Bridge Ahead Signs Missing The #1 is missing and the #2 has fallen over
NoBrushing Required
0Delineator Missing Left(approaching structure)
0Delineator Missing Right(approaching structure)
NoneFender Condition
nonePosted Load Rating
FairRoad Surface Surface water likely flows onto both ends of the bridge
DECK
Span 1
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 302 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001A
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K448 K448 PASAYTEN RIVER 2016/07/07
Permanent Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
GoodConcrete Deck
FairCurb Rail/Blocks/Posts One riser has failed see photo, the curbs and some risers have significant rot.
Minimum replace the failed riser consider full replacement of curbs and risers.
GoodDeck Joints
Not ApplicableGrout Pockets
GoodHardware
Not ApplicableHand Rails/Walkouts
GoodOverall Deck Condition
GoodRunning Surface
SUPERSTRUCTURE
Span 1
GoodBracing
GoodDiaphrams
GoodGirders
GoodHardware
Not ApplicableUnder Trussing
CH
AN
NE
LH
AZ
AR
DS
Estimated Present Water Level Depth: Estimated Present Water Level Width:
Estimated High Water Level Clearance:
High Water: Debris:Scour: Aggradation:Ice:
Comment:
No No No No No
1.3
0.3 8.1
# Status Priority Estimate Description
1 $300.00 One riser has failed see photo, the curbs and some risers have
significant rot. Minimum replace the failed riser consider full replacement
of curbs and risers.
Requires 1-2' 10x10" riser block
HighRequired
RE
PA
IRS
# Description
1 Monitor curb deterioration
MO
NIT
OR
SG
EN
ER
AL Inspector's
Comment:
One riser has failed see photo, the curbs and some risers have significant rot. Minimum replace the failed riser
consider full replacement of curbs and risers.
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 303 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001A
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K448 K448 PASAYTEN RIVER 2016/07/07
Permanent Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
Most likely all the curbs will need to be done shortly. But as mentioned, I would replaced the failed riser block
prior to any industrial use.
PEng's
Comment:
GE
NE
RA
L
Professional Inspection Required? Report Status:No
Replacement Date for full log haul traffic (year): Replacement Date for light vehicle traffic (year): 2065 2070
Current Inspection Load Rating: Design Load GVW (tonnes): 63 Design Vehicle Config.: CL625
Reviewed By Drew Alway on 1/11/2017 12:04:02PM
63
GE
NE
RA
L
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 304 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001A
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K512 K512 YALAKOM RIVER 2014/09/08
Permanent Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
Inspector Name:
UTM Zone:
Total Length (metres):
Abutments (Left/Right): (looking downstream)Superstructure
Project File ID #:
KM:
Br.
User km:
Forest District:
Crossing Name: Next Inspection Date:
Binwall
UTM Easting:
# Spans:
Year Superstructure Installed:
Running Surface:Deck Type:
UTM Northing:
Span Length(s) (metres):
Yalakom #1 1.67 0.10 2017/09/08
7649 01 Cascades Natural Resource District
Steel I-beam
Timber - Untreated Timber Planks
16.4
10 553487 5640370
Jeremy Araki 1988
1
Access:
0
ABUTMENTS
GoodBearings erosion not yet under bearings on left. LT: debris appears to have accumulated
around steel bgr area.
FairBinwall fill sucked out on left
Not ApplicableBracing
GoodBallast Wall
GoodCorrosion Protection
GoodCaps or Sills
PoorFill due to left fill in bin
GoodHardware
Not ApplicablePiles or Posts
GoodRiprap
Not ApplicableWing Wall
APPROACHES
FairAlignment steep and tight on right
0Bridge Ahead Signs Missing
NoBrushing Required
0Delineator Missing Left(approaching structure)
0Delineator Missing Right(approaching structure)
NoneFender Condition
n/aPosted Load Rating none
GoodRoad Surface
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 305 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001A
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K512 K512 YALAKOM RIVER 2014/09/08
Permanent Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
DECK
Span 1
GoodCurb Rail/Blocks/Posts
GoodDeck to Girder Bolts
GoodHardware
Not ApplicableHand Rails/Walkouts
GoodNails
PoorOverall Deck Condition Add wear surface before you damage the sub deck!
UnratedRunning Planks there are none! Running on treated sub deck
GoodSub Deck treated
GoodTies treated
SUPERSTRUCTURE
Span 1
GoodBracing
UnratedDiaphrams none
GoodGirders
GoodHardware
Not ApplicableUnder Trussing
CH
AN
NE
LH
AZ
AR
DS
Estimated Present Water Level Depth: Estimated Present Water Level Width:
Estimated High Water Level Clearance:
High Water: Debris:Scour: Aggradation:Ice:
Comment:
No No No No No
2.0
0.5 9.0
# Status Priority Estimate Description
1 $2,000.00 add approach barriersLowRequired
2 $5,000.00 Add running planksHighRequired
3 $500.00 Clean debris from bearing areas.MediumRequired
RE
PA
IRS
# Description
1 Monitor fill in bin on left
MO
NIT
OR
S
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 306 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001A
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K512 K512 YALAKOM RIVER 2014/09/08
Permanent Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
GE
NE
RA
L Inspector's
Comment:
Add running planks before you damage the treated sub deck!!!!!!
LT: (2014/12/22): Debris appears to have accumulated in bearing areas although photos are not that
conclusive.
PEng's
Comment:
GE
NE
RA
L
Professional Inspection Required? Report Status:No
Replacement Date for full log haul traffic (year): Replacement Date for light vehicle traffic (year): 2033 2038
Current Inspection Load Rating: Design Load GVW (tonnes): 68 Design Vehicle Config.: L75
Accepted By Lester Thiessen on 12/22/2014 4:58:08PM
68
GE
NE
RA
L
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 307 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001A
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K911 K911 YALAKOM RIVER 2014/09/08
Permanent Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
Inspector Name:
UTM Zone:
Total Length (metres):
Abutments (Left/Right): (looking downstream)Superstructure
Project File ID #:
KM:
Br.
User km:
Forest District:
Crossing Name: Next Inspection Date:
Steel Pipe and Precast Pad
UTM Easting:
# Spans:
Year Superstructure Installed:
Running Surface:Deck Type:
UTM Northing:
Span Length(s) (metres):
Shulaps Cr 4.41 2.80 2017/09/08
7649 01 Cascades Natural Resource District
Concrete Slab Girders
Concrete Gravel
12.6
10 551999 5642063
Jeremy Araki 1996
1
Access:
0
ABUTMENTS
GoodBearings
GoodBracing
GoodBallast Wall
PoorCorrosion Protection posts not coated
GoodCaps or Sills minor concrete damage, likely hit during construction
GoodFill
GoodHardware
GoodPiles or Posts
GoodRiprap
Not ApplicableWing Wall
APPROACHES
FairAlignment tight corner on left
2Bridge Ahead Signs Missing
NoBrushing Required
1Delineator Missing Left
cannot replace due to rotten guardrail(approaching structure)
0Delineator Missing Right(approaching structure)
NoneFender Condition none
n/aPosted Load Rating none
GoodRoad Surface
DECK
Span 1
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 308 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001A
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K911 K911 YALAKOM RIVER 2014/09/08
Permanent Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
GoodConcrete Deck
PoorCurb Rail/Blocks/Posts rotten. LT: damaged. excessive gravel graded up against curbs.
UnratedDeck Joints gravel over
Not ApplicableGrout Pockets
GoodGravel Surface
GoodHardware
Not ApplicableHand Rails/Walkouts
FairOverall Deck Condition
SUPERSTRUCTURE
Span 1
Not ApplicableBracing
Not ApplicableHardware
UnratedWelded/grouted shear connectors gravel over
CH
AN
NE
LH
AZ
AR
DS
Estimated Present Water Level Depth: Estimated Present Water Level Width:
Estimated High Water Level Clearance:
High Water: Debris:Scour: Aggradation:Ice:
Comment:
No No No No No
1.8
0.3 5.0
# Status Priority Estimate Description
2 $2,000.00 add approach barriersHighRequired
RE
PA
IRS
# Description
MO
NIT
OR
SG
EN
ER
AL Inspector's
Comment:
guardrails not replaced, spalling minor and likely construction damage, riprap seems okay
LT (2014/12/22): Reviewed. Curb/Block replacement required. Excessive gravel up against curbs, curbs
beginning to fail.
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 309 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001A
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K911 K911 YALAKOM RIVER 2014/09/08
Permanent Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
PEng's
Comment:
GE
NE
RA
L
Professional Inspection Required? Report Status:No
Replacement Date for full log haul traffic (year): Replacement Date for light vehicle traffic (year): 2041 2046
Current Inspection Load Rating: Design Load GVW (tonnes): 68 Design Vehicle Config.: L75
Accepted By Lester Thiessen on 12/22/2014 2:52:32PM
68
GE
NE
RA
L
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 310 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001A
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K514 K514 YALAKOM RIVER 2015/06/20
Permanent Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
Inspector Name:
UTM Zone:
Total Length (metres):
Abutments (Left/Right): (looking downstream)Superstructure
Project File ID #:
KM:
Br.
User km:
Forest District:
Crossing Name: Next Inspection Date:
Steel Pipe and Precast Pad
UTM Easting:
# Spans:
Year Superstructure Installed:
Running Surface:Deck Type:
UTM Northing:
Span Length(s) (metres):
Yalakom #3 9.22 7.70 2018/06/20
7649 01 Cascades Natural Resource District
Steel I-beam
Concrete Concrete
20.0
10 549323 5645116
Ron Peace 1997
1
Access:
19.4
ABUTMENTS
FairBearings Rubbers are compressed and bulging out the front
GoodBracing
GoodBallast Wall
Not ApplicableCorrosion Protection
GoodCaps or Sills
GoodFill
GoodHardware
GoodPiles or Posts
FairRiprap
Not ApplicableWing Wall
APPROACHES
FairAlignment Traffic is damaging curb @ the #1 approach, there is lots room to make the turn
without hitting the curb.
0Bridge Ahead Signs Missing
NoBrushing Required
0Delineator Missing Left(approaching structure)
0Delineator Missing Right(approaching structure)
NoneFender Condition
GoodRoad Surface
DECK
Span 1
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 311 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001A
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K514 K514 YALAKOM RIVER 2015/06/20
Permanent Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
GoodConcrete Deck
FairCurb Rail/Blocks/Posts Impact damage @ #1 approach
FairDeck Joints Some cracking and dropping out from the bottom, does not appear to be open to
deck top
GoodGrout Pockets
FairHardware Curbs are loose
Not ApplicableHand Rails/Walkouts
GoodOverall Deck Condition
GoodRunning Surface
SUPERSTRUCTURE
Span 1
GoodBracing
GoodDiaphrams
GoodGirders
Not ApplicableHardware
Not ApplicableUnder Trussing
CH
AN
NE
LH
AZ
AR
DS
Estimated Present Water Level Depth: Estimated Present Water Level Width:
Estimated High Water Level Clearance:
High Water: Debris:Scour: Aggradation:Ice:
Comment:
No No No No No
2.4
0.5 11.9
# Status Priority Estimate Description
1 $2,000.00 Impact damage at the #1 approach upstream side. still functional.
Requires 3-36" and 2-24" risers and tighten all curbs
MediumRequired
2 $5,000.00 recommend addition of no-post approach barriers to deter users from
contacting end of curb rails. Align with inside edge of curb rails.
MediumRequired
3 $4,000.00 Add new deck joint seals, either para-seal or compression seals are
recommended. User should measure deck gap sizing, then discuss with
Rapid span or engineering branch to determine appropriate replacement
product.
MediumRequired
RE
PA
IRS
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 312 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001A
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K514 K514 YALAKOM RIVER 2015/06/20
Permanent Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
# Description
1 Some of the deck joints have cracked and fallen out, does not appear to extend to the top.
2 Bulging compressed rubber bearing padsMO
NIT
OR
SG
EN
ER
AL Inspector's
Comment:
Some of the deck joints have cracked and fallen out, does not appear to extend to the top. Curbs require
attention
I think this structure is a candidate for deck joint (non-composite deck panels) replacement to ensure less
sedimentation to the channel. See detailed repair item #3.
PEng's
Comment:
GE
NE
RA
L
Professional Inspection Required? Report Status:No
Replacement Date for full log haul traffic (year): Replacement Date for light vehicle traffic (year): 2057 2062
Current Inspection Load Rating: Design Load GVW (tonnes): 68 Design Vehicle Config.: L75
Reviewed By Drew Alway on 2/12/2016 2:11:04PM
68
GE
NE
RA
L
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 313 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001A
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K1131 K1131 YALAKOM RIVER 2015/06/20
Permanent Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
Inspector Name:
UTM Zone:
Total Length (metres):
Abutments (Left/Right): (looking downstream)Superstructure
Project File ID #:
KM:
Br.
User km:
Forest District:
Crossing Name: Next Inspection Date:
Steel Pipe and Precast Pad
UTM Easting:
# Spans:
Year Superstructure Installed:
Running Surface:Deck Type:
UTM Northing:
Span Length(s) (metres):
Junction Cr 9.86 8.20 2018/06/20
7649 01 Cascades Natural Resource District
Concrete Slab Girders
Concrete Concrete
10.6
10 548910 5645493
Ron Peace 1999
1
UTMs converted from Lat/Long- check in field.Access:
10
ABUTMENTS
GoodBearings
Not ApplicableBracing
GoodBallast Wall
Not ApplicableCorrosion Protection
GoodCaps or Sills
GoodFill
Not ApplicableHardware
Not ApplicablePiles or Posts
GoodRiprap
Not ApplicableWing Wall
APPROACHES
FairAlignment
0Bridge Ahead Signs Missing
NoBrushing Required
0Delineator Missing Left(approaching structure)
0Delineator Missing Right(approaching structure)
NoneFender Condition
GoodRoad Surface
DECK
Span 1
GoodConcrete Deck
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 314 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001A
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K1131 K1131 YALAKOM RIVER 2015/06/20
Permanent Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
PoorCurb Rail/Blocks/Posts Impact damage and rot @ the #2 approach upstrea side.
GoodDeck Joints
Not ApplicableGrout Pockets
FairHardware Loose curb bolts
Not ApplicableHand Rails/Walkouts
GoodOverall Deck Condition
GoodRunning Surface
SUPERSTRUCTURE
Span 1
Not ApplicableBracing
Not ApplicableHardware
GoodWelded/grouted shear connectors
CH
AN
NE
LH
AZ
AR
DS
Estimated Present Water Level Depth: Estimated Present Water Level Width:
Estimated High Water Level Clearance:
High Water: Debris:Scour: Aggradation:Ice:
Comment:
No No No No No
1.3
0.2 4.1
# Status Priority Estimate Description
1 $2,500.00 Impact damage and rot @ the #2 approach upstrea side. Requires 2-36"
and 2-24" and 1- 11' 10x10" timber. Curbs also need to be tightened.
HighRequired
4 $10,000.00 change out the timber rail for an HSS retro fit rail. This will decrease
maintenance cost in the long run.
Add approach no-post barriers, with transitions and bullnose. Ensure
these are placed in line with the inside edge of the curb system.
MediumRequired
RE
PA
IRS
# Description
MO
NIT
OR
SG
EN
ER
AL Inspector's
Comment:
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 315 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001A
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K1131 K1131 YALAKOM RIVER 2015/06/20
Permanent Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
See repairs listed regarding rail works. These concrete slab girders are good candidates for HSS rail retrofits.PEng's
Comment:
GE
NE
RA
L
Professional Inspection Required? Report Status:No
Replacement Date for full log haul traffic (year): Replacement Date for light vehicle traffic (year): 2045 2050
Current Inspection Load Rating: Design Load GVW (tonnes): 0 Design Vehicle Config.:
Reviewed By Drew Alway on 2/11/2016 12:53:42PM
68
GE
NE
RA
L
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 316 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001A
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K517 K517 YALAKOM RIVER 2014/09/08
Permanent Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
Inspector Name:
UTM Zone:
Total Length (metres):
Abutments (Left/Right): (looking downstream)Superstructure
Project File ID #:
KM:
Br.
User km:
Forest District:
Crossing Name: Next Inspection Date:
Steel Pipe and Precast Pad
UTM Easting:
# Spans:
Year Superstructure Installed:
Running Surface:Deck Type:
UTM Northing:
Span Length(s) (metres):
Yalakom #6 26.04 24.80 2017/09/08
7649 01 Cascades Natural Resource District
Steel I-beam
Concrete Concrete
18.6
10 537689 5653632
Jeremy Araki 1999
1
Access:
0
ABUTMENTS
GoodBearings
GoodBracing
GoodBallast Wall
GoodCorrosion Protection
GoodCaps or Sills
GoodFill
GoodHardware
GoodPiles or Posts
GoodRiprap
Not ApplicableWing Wall
APPROACHES
FairAlignment tight corner
2Bridge Ahead Signs Missing
NoBrushing Required soon
0Delineator Missing Left(approaching structure)
0Delineator Missing Right(approaching structure)
NoneFender Condition
n/aPosted Load Rating none
GoodRoad Surface
DECK
Span 1
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 317 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001A
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K517 K517 YALAKOM RIVER 2014/09/08
Permanent Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
GoodConcrete Deck
FairCurb Rail/Blocks/Posts soft but intact. LT: drill results? percent rot?
GoodDeck Joints
GoodGrout Pockets
GoodHardware
Not ApplicableHand Rails/Walkouts
GoodOverall Deck Condition
GoodRunning Surface
SUPERSTRUCTURE
Span 1
GoodBracing
UnratedDiaphrams none
GoodGirders
GoodHardware
Not ApplicableUnder Trussing
CH
AN
NE
LH
AZ
AR
DS
Estimated Present Water Level Depth: Estimated Present Water Level Width:
Estimated High Water Level Clearance:
High Water: Debris:Scour: Aggradation:Ice:
Comment:
No No No No No
2.0
0.3 7.0
# Status Priority Estimate Description
1 $2,000.00 add approach barriersLowComplete
RE
PA
IRS
# Description
MO
NIT
OR
SG
EN
ER
AL Inspector's
Comment:
some rails replaced.
LT (2014/12/22): Reviewed. Previous inspection (2011) noted to replace curbs and rails. Spot repairs were
completed. Inspector should drill and indicate % rot on remaining sections.
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 318 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001A
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K517 K517 YALAKOM RIVER 2014/09/08
Permanent Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
PEng's
Comment:
GE
NE
RA
L
Professional Inspection Required? Report Status:No
Replacement Date for full log haul traffic (year): Replacement Date for light vehicle traffic (year): 2060 2065
Current Inspection Load Rating: Design Load GVW (tonnes): 68 Design Vehicle Config.: L75
Accepted By Lester Thiessen on 12/22/2014 2:31:46PM
68
GE
NE
RA
L
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 319 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001A
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K518 K518 YALAKOM RIVER 2014/09/08
Permanent Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
Inspector Name:
UTM Zone:
Total Length (metres):
Abutments (Left/Right): (looking downstream)Superstructure
Project File ID #:
KM:
Br.
User km:
Forest District:
Crossing Name: Next Inspection Date:
Steel Pipe and Precast Pad
UTM Easting:
# Spans:
Year Superstructure Installed:
Running Surface:Deck Type:
UTM Northing:
Span Length(s) (metres):
Yalakom #7 28.32 26.90 2017/09/08
7649 01 Cascades Natural Resource District
Steel I-beam
Concrete Concrete
20.3
10 537203 5654882
Jeremy Araki 1996
1
Access:
0
ABUTMENTS
GoodBearings
GoodBracing
GoodBallast Wall
FairCorrosion Protection some rust showing through
GoodCaps or Sills
GoodFill
GoodHardware
GoodPiles or Posts can only see right
GoodRiprap
Not ApplicableWing Wall
APPROACHES
FairAlignment drain onto deck, LT: difficult to see from photos, consider grading? or waterbar?
0Bridge Ahead Signs Missing
NoBrushing Required
0Delineator Missing Left(approaching structure)
0Delineator Missing Right(approaching structure)
GoodFender Condition
n/aPosted Load Rating none
GoodRoad Surface
DECK
Span 1
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 320 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001A
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K518 K518 YALAKOM RIVER 2014/09/08
Permanent Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
GoodConcrete Deck
FairCurb Rail/Blocks/Posts silt rails rotten
GoodDeck Joints
GoodGrout Pockets
GoodHardware
Not ApplicableHand Rails/Walkouts
GoodOverall Deck Condition
GoodRunning Surface
SUPERSTRUCTURE
Span 1
GoodBracing
UnratedDiaphrams none
GoodGirders
GoodHardware
Not ApplicableUnder Trussing
CH
AN
NE
LH
AZ
AR
DS
Estimated Present Water Level Depth: Estimated Present Water Level Width:
Estimated High Water Level Clearance:
High Water: Debris:Scour: Aggradation:Ice:
Comment:
No No No No No
3.0
1.0 5.0
# Status Priority Estimate Description
1 $1,000.00 add downstream guidelogsHighComplete
2 $500.00 replace silt curbsHighComplete
3 $500.00 LT: clean accumulated debris from LBUS bearing area.MediumComplete
RE
PA
IRS
# Description
MO
NIT
OR
SG
EN
ER
AL Inspector's
Comment:
deck panel moniter is fine.
LT (2014/12/22): repair added: remove debris from LBUS bearing. Photos appear to be mixed up. Check with
inspector.
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 321 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001A
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K518 K518 YALAKOM RIVER 2014/09/08
Permanent Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
PEng's
Comment:
GE
NE
RA
L
Professional Inspection Required? Report Status:No
Replacement Date for full log haul traffic (year): Replacement Date for light vehicle traffic (year): 2041 2046
Current Inspection Load Rating: Design Load GVW (tonnes): 68 Design Vehicle Config.: L75
Accepted By Lester Thiessen on 12/22/2014 12:48:48PM
68
GE
NE
RA
L
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 322 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001A
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K910 K910 YALAKOM RIVER 2014/09/08
Permanent Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
Inspector Name:
UTM Zone:
Total Length (metres):
Abutments (Left/Right): (looking downstream)Superstructure
Project File ID #:
KM:
Br.
User km:
Forest District:
Crossing Name: Next Inspection Date:
Concrete Cast in Place
UTM Easting:
# Spans:
Year Superstructure Installed:
Running Surface:Deck Type:
UTM Northing:
Span Length(s) (metres):
Yalakom Cr 30.69 29.50 2017/09/08
7649 01 Cascades Natural Resource District
Concrete Slab Girders
Concrete Gravel
11.4
10 535902 5656745
Jeremy Araki 1996
1
Access:
0
ABUTMENTS
GoodBearings
UnratedBracing cannot see
GoodBallast Wall
Not ApplicableConcrete Cast in Place assuming cap is precast
UnratedCorrosion Protection cannot see
GoodCaps or Sills can only see concrete cap and then riprap
GoodFill
UnratedHardware cannot see
UnratedPiles or Posts cannot see
FairRiprap movement at right bank but all still functioning and seems stable
Not ApplicableWing Wall
APPROACHES
GoodAlignment
2Bridge Ahead Signs Missing
YesBrushing Required LT: light brushing required, beginning to obscure signs and growing over deck.
0Delineator Missing Left(approaching structure)
0Delineator Missing Right(approaching structure)
GoodFender Condition
n/aPosted Load Rating none
FairRoad Surface potholes
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 323 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001A
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K910 K910 YALAKOM RIVER 2014/09/08
Permanent Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
DECK
Span 1
UnratedConcrete Deck gravel over, LT spoty coverage, recommend complete removal to inspect joints.
FairCurb Rail/Blocks/Posts risers starting to decay
UnratedDeck Joints gravel over, looks okay from under
Not ApplicableGrout Pockets
FairGravel Surface potholes
GoodHardware
Not ApplicableHand Rails/Walkouts
FairOverall Deck Condition
SUPERSTRUCTURE
Span 1
Not ApplicableBracing
Not ApplicableHardware
UnratedWelded/grouted shear connectors gravel over
CH
AN
NE
LH
AZ
AR
DS
Estimated Present Water Level Depth: Estimated Present Water Level Width:
Estimated High Water Level Clearance:
High Water: Debris:Scour: Aggradation:Ice:
Comment:
No No No No No
1.0
0.1 2.0
# Status Priority Estimate Description
2 $1,000.00 LT: suggest to remove spotty coverage of gravel deck to inspect slab
connectors and joints.
LowRequired
3 $500.00 LT: light brushing required. Beginning to grow over deck and obscure
signs.
MediumRequired
RE
PA
IRS
# Description
1 LT: monitor RB rip rap.
MO
NIT
OR
SG
EN
ER
AL Inspector's
Comment:
riprap not fixed or changed.
LT (2014/12/22): Light brushing required - beginning to obscure signs and growing over deck. Deficient gravel
wearing surface. Consider complete removal to inspect joints.
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 324 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001A
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K910 K910 YALAKOM RIVER 2014/09/08
Permanent Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
PEng's
Comment:
GE
NE
RA
L
Professional Inspection Required? Report Status:No
Replacement Date for full log haul traffic (year): Replacement Date for light vehicle traffic (year): 2041 2046
Current Inspection Load Rating: Design Load GVW (tonnes): 68 Design Vehicle Config.: L75
Accepted By Lester Thiessen on 12/22/2014 5:24:06PM
68
GE
NE
RA
L
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 325 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001B
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K519 K519 YALAKOM RIVER 2015/06/20
Log Stringer Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
Inspector Name:
UTM Zone:
Total Length (metres):
Abutments (Left/Right): (looking downstream)Superstructure
Project File ID #:
KM:
Br.
User km:
Forest District:
Crossing Name: Next Inspection Date:
Steel Pipe and Precast Pad
UTM Easting:
# Spans:
Year Superstructure Installed:
Running Surface:Deck Type:
UTM Northing:
Span Length(s) (metres):
Yalakom #8 38.71 37.50 2017/06/20
7649 01 Cascades Natural Resource District
Concrete Slab Girders
Concrete Gravel
11.0
10 531024 5662040
Ron Peace 1996
1
Access:
10.4
ABUTMENTS
GoodBearings
GoodBracing
GoodBallast Wall
Not ApplicableCorrosion Protection
GoodCaps or Sills
GoodFill
Not ApplicableHardware
GoodPiles or Posts
GoodRiprap
Not ApplicableWing Wall
APPROACHES
GoodAlignment
0Bridge Ahead Signs Missing
NoBrushing Required
0Delineator Missing Left(approaching structure)
0Delineator Missing Right(approaching structure)
NoneFender Condition
GoodRoad Surface
DECK
Span 1
Not ApplicableConcrete Deck Covered in gravel
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 326 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001B
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K519 K519 YALAKOM RIVER 2015/06/20
Log Stringer Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
FairCurb Rail/Blocks/Posts Some rot , minimal in risers
Not ApplicableDeck Joints Covered in gravel
Not ApplicableGrout Pockets
GoodGravel Surface
GoodHardware
Not ApplicableHand Rails/Walkouts
GoodOverall Deck Condition
SUPERSTRUCTURE
Span 1
Not ApplicableBracing
Not ApplicableHardware
Not ApplicableWelded/grouted shear connectors Covered in gravel
CH
AN
NE
LH
AZ
AR
DS
Estimated Present Water Level Depth: Estimated Present Water Level Width:
Estimated High Water Level Clearance:
High Water: Debris:Scour: Aggradation:Ice:
Comment:
No No No No No
1.3
0.4 4.0
# Status Priority Estimate Description
RE
PA
IRS
# Description
MO
NIT
OR
SG
EN
ER
AL Inspector's
Comment:
PEng's
Comment:
GE
NE
RA
L
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 327 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001B
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K519 K519 YALAKOM RIVER 2015/06/20
Log Stringer Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
Professional Inspection Required? Report Status:No
Replacement Date for full log haul traffic (year): Replacement Date for light vehicle traffic (year): 2043 2048
Current Inspection Load Rating: Design Load GVW (tonnes): 68 Design Vehicle Config.: L75
Reviewed By Drew Alway on 2/11/2016 3:50:08PM
68
GE
NE
RA
L
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 328 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001A
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K880 K880 YALAKOM RIVER 2016/06/14
Permanent Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
Inspector Name:
UTM Zone:
Total Length (metres):
Abutments (Left/Right): (looking downstream)Superstructure
Project File ID #:
KM:
Br.
User km:
Forest District:
Crossing Name: Next Inspection Date:
Steel Pipe and Precast Pad
UTM Easting:
# Spans:
Year Superstructure Installed:
Running Surface:Deck Type:
UTM Northing:
Span Length(s) (metres):
Beaver Dam 16.65 57.00 2019/06/14
7649 01 Cascades Natural Resource District
Concrete Slab Girders
Concrete Concrete
10.6
10 544287 5648568
Ron Peace 1997
1
Access:
10
ABUTMENTS
GoodBearings
Not ApplicableBracing
UnratedBallast Wall None
Not ApplicableCorrosion Protection
GoodCaps or Sills
FairFill
Not ApplicableHardware
GoodPiles or Posts
PoorRiprap Low velocity creek, the toe of the fill has not been protected. Very little placed
Not ApplicableWing Wall
APPROACHES
FairAlignment Not aligned well vertically, fill was used to blend the road grade to the bridge
0Bridge Ahead Signs Missing
YesBrushing Required
0Delineator Missing Left(approaching structure)
0Delineator Missing Right(approaching structure)
NoneFender Condition
nonePosted Load Rating
GoodRoad Surface
DECK
Span 1
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 329 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001A
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K880 K880 YALAKOM RIVER 2016/06/14
Permanent Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
GoodConcrete Deck Where visible at the #2 end
PoorCurb Rail/Blocks/Posts Some impact damage and elevated rot values in risers and curb rail
GoodDeck Joints
Not ApplicableGrout Pockets
FairHardware 2 bent curb bolts
Not ApplicableHand Rails/Walkouts
FairOverall Deck Condition Will require repair soon
GoodRunning Surface Grade of deck gravel goes from 12" @ the #1 to 0 at the #2 approach
SUPERSTRUCTURE
Span 1
Not ApplicableBracing
Not ApplicableHardware
GoodWelded/grouted shear connectors Only visible at the end of the bridge#2
CH
AN
NE
LH
AZ
AR
DS
Estimated Present Water Level Depth: Estimated Present Water Level Width:
Estimated High Water Level Clearance:
High Water: Debris:Scour: Aggradation:Ice:
Comment:
No No No Yes No
2.6
0.2 3.6
Creek channel very grown in and brush and woody debris collecting under the bridge. Some scouring along the
toe of fill.
# Status Priority Estimate Description
1 $3,200.00 The structure has some curb issues and rot values vary through out.
Some impact damage at the downstream side #2 end. Still functional but
should be repaired. Best advice replace all.
616 BF of 10x10" curb rail and 416 BF of riser blocks
HighComplete
2 $300.00 Brush out bridgeHighComplete
4 $1,000.00 Replaced damaged curbs, bracket and riser blocks for one side.
Including grader strip replacement.
MediumComplete
RE
PA
IRS
# Description
MO
NIT
OR
SG
EN
ER
AL Inspector's
Comment:
The structure has some curb issues and rot values vary through out. Some impact damage at the downstream
side #2 end. Still functional but should be repaired. Best advice replace all.
Fill is used to blend the grade of the road to the bridge, 12" at the #1 end to 0 at the other end.
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 330 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001A
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K880 K880 YALAKOM RIVER 2016/06/14
Permanent Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
Don't forget the grader strip will need replacement.PEng's
Comment:
GE
NE
RA
L
Professional Inspection Required? Report Status:No
Replacement Date for full log haul traffic (year): Replacement Date for light vehicle traffic (year): 2057 2062
Current Inspection Load Rating: Design Load GVW (tonnes): 68 Design Vehicle Config.: L75
Reviewed By Drew Alway on 2/6/2017 11:19:41AM
68
GE
NE
RA
L
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 331 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001A
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K838 K838 -BURKHOLDER B 2016/06/14
Permanent Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
Inspector Name:
UTM Zone:
Total Length (metres):
Abutments (Left/Right): (looking downstream)Superstructure
Project File ID #:
KM:
Br.
User km:
Forest District:
Crossing Name: Next Inspection Date:
Steel Pipe and Precast Pad
UTM Easting:
# Spans:
Year Superstructure Installed:
Running Surface:Deck Type:
UTM Northing:
Span Length(s) (metres):
Yalakom B 0.05 0.00 2019/06/14
7649 02 Cascades Natural Resource District
Steel I-beam
Concrete Composite Concrete
16.0
10 540522 5651615
Ron Peace 1994
1
Access:
0
ABUTMENTS
GoodBearings
GoodBracing
GoodBallast Wall
Not ApplicableCorrosion Protection
GoodCaps or Sills
FairFill
GoodHardware
GoodPiles or Posts
FairRiprap Poor gradation at the #2 and steep @ #1
Not ApplicableWing Wall
APPROACHES
GoodAlignment Junction at the #1 or low chain approach
0Bridge Ahead Signs Missing The #2 has a sign, the #1 likely does not require one
YesBrushing Required
0Delineator Missing Left(approaching structure)
0Delineator Missing Right(approaching structure)
NoneFender Condition
nonePosted Load Rating
FairRoad Surface Small sink hole at the #2, a grader could fill it in.
DECK
Span 1
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 332 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001A
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K838 K838 -BURKHOLDER B 2016/06/14
Permanent Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
Not ApplicableConcrete Deck
PoorCurb Rail/Blocks/Posts Extensive rot particularly on the downstream side
Not ApplicableDeck Joints
Not ApplicableGrout Pockets
GoodHardware
Not ApplicableHand Rails/Walkouts
FairOverall Deck Condition
GoodRunning Surface Gravel, pushed up on side to a max depth of 200 mm
SUPERSTRUCTURE
Span 1
GoodBracing
GoodDiaphrams
GoodGirders
Not ApplicableHardware
Not ApplicableUnder Trussing
CH
AN
NE
LH
AZ
AR
DS
Estimated Present Water Level Depth: Estimated Present Water Level Width:
Estimated High Water Level Clearance:
High Water: Debris:Scour: Aggradation:Ice:
Comment:
No No No No No
2.2
0.3 9.3
# Status Priority Estimate Description
1 $4,000.00 The riser blocks are in poor condition partly due to gravel running surface.
Consider replacement soon. Will require 1900 BF to replace all with
10x10" timber
HighRequired
2 $150.00 Brush out bridgeLowRequired
RE
PA
IRS
# Description
MO
NIT
OR
SG
EN
ER
AL Inspector's
Comment:
The riser blocks are in poor condition partly due to gravel running surface. Consider replacement soon
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 333 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001A
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K838 K838 -BURKHOLDER B 2016/06/14
Permanent Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
Shop drawings not on file yet but record dwgs requested from RSS and WCP. As built information on file notes
L75 GA design and PO.
PEng's
Comment:
GE
NE
RA
L
Professional Inspection Required? Report Status:No
Replacement Date for full log haul traffic (year): Replacement Date for light vehicle traffic (year): 2044 2049
Current Inspection Load Rating: Design Load GVW (tonnes): 68 Design Vehicle Config.: L75
Reviewed By Drew Alway on 1/25/2017 3:56:03PM
68
GE
NE
RA
L
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 334 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001A
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:WO 3470 K1586 YALAKOM-LAKE LA MARE 2014/09/08
Permanent Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
Inspector Name:
UTM Zone:
Total Length (metres):
Abutments (Left/Right): (looking downstream)Superstructure
Project File ID #:
KM:
Br.
User km:
Forest District:
Crossing Name: Next Inspection Date:
Steel Pipe and Precast Pad
UTM Easting:
# Spans:
Year Superstructure Installed:
Running Surface:Deck Type:
UTM Northing:
Span Length(s) (metres):
Shulaps Cr 1.30 2017/09/08
7649 07 Cascades Natural Resource District
Steel I-beam
Concrete Concrete
15.2
10 551100 5642017
Jeremy Araki
1
Access:
15
ABUTMENTS
GoodBearings
GoodBracing
GoodBallast Wall
GoodCorrosion Protection
GoodCaps or Sills
GoodFill
GoodHardware
GoodPiles or Posts
GoodRiprap
Not ApplicableWing Wall
APPROACHES
FairAlignment steep on left onto bridge. LT: sediment is being carried onto bridge deck.
0Bridge Ahead Signs Missing
NoBrushing Required
0Delineator Missing Left(approaching structure)
0Delineator Missing Right(approaching structure)
NoneFender Condition
n/aPosted Load Rating none
FairRoad Surface potholes and some erosion
DECK
Span 1
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 335 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001A
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:WO 3470 K1586 YALAKOM-LAKE LA MARE 2014/09/08
Permanent Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
GoodConcrete Deck
GoodCurb Rail/Blocks/Posts
GoodDeck Joints
GoodGrout Pockets
GoodHardware
Not ApplicableHand Rails/Walkouts
FairOverall Deck Condition LT: excessive sediment deposited onto bridge deck from LB approach.
FairRunning Surface LT: excessive sediment deposited onto bridge deck from LB approach.
SUPERSTRUCTURE
Span 1
FairBracing
UnratedDiaphrams none
GoodGirders
GoodHardware
Not ApplicableUnder Trussing
CH
AN
NE
LH
AZ
AR
DS
Estimated Present Water Level Depth: Estimated Present Water Level Width:
Estimated High Water Level Clearance:
High Water: Debris:Scour: Aggradation:Ice:
Comment:
No No No No No
2.0
0.3 6.0
# Status Priority Estimate Description
1 $2,000.00 add approach barriersLowComplete
2 $1,000.00 LT: grade LB approach or install waterbar to control sediment being
carried onto bridge deck. Clean debris off deck.
MediumCompleteRE
PA
IRS
# Description
MO
NIT
OR
SG
EN
ER
AL Inspector's
Comment:
bearing pads look fine.
LT (2014/12/22): repair added to control LB runoff to prevent sediment being deposited onto deck. Clean deck.
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 336 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001A
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:WO 3470 K1586 YALAKOM-LAKE LA MARE 2014/09/08
Permanent Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
PEng's
Comment:
GE
NE
RA
L
Professional Inspection Required? Report Status:No
Replacement Date for full log haul traffic (year): Replacement Date for light vehicle traffic (year): 2046 2051
Current Inspection Load Rating: Design Load GVW (tonnes): 68 Design Vehicle Config.: L75
Accepted By Lester Thiessen on 12/22/2014 11:52:43AM
68
GE
NE
RA
L
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 337 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001A
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K351 K351 SALMON RIVER 2014/09/19
Permanent Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
Inspector Name:
UTM Zone:
Total Length (metres):
Abutments (Left/Right): (looking downstream)Superstructure
Project File ID #:
KM:
Br.
User km:
Forest District:
Crossing Name: Next Inspection Date:
Concrete Precast
UTM Easting:
# Spans:
Year Superstructure Installed:
Running Surface:Deck Type:
UTM Northing:
Span Length(s) (metres):
Salmon R 0.14 27.60 2017/09/19
7666 01 Cascades Natural Resource District
Concrete Cast in Place
Concrete Concrete
6.0
11 288943 5578248
Ben Pellett 1983
1
Access:
0
ABUTMENTS
UnratedBearings Not visible
Not ApplicableBracing
UnratedBallast Wall None
GoodConcrete Precast
Not ApplicableCorrosion Protection
GoodCaps or Sills
GoodFill
Not ApplicableHardware
Not ApplicablePiles or Posts
Not ApplicableRiprap
GoodWing Wall
APPROACHES
GoodAlignment
0Bridge Ahead Signs Missing
NoBrushing Required
0Delineator Missing Left(approaching structure)
0Delineator Missing Right(approaching structure)
NoneFender Condition
GoodRoad Surface
DECK
Span 1
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 338 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001A
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K351 K351 SALMON RIVER 2014/09/19
Permanent Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
GoodConcrete Deck
GoodCurb Rail/Blocks/Posts
Not ApplicableDeck Joints
Not ApplicableGrout Pockets
GoodHardware
Not ApplicableHand Rails/Walkouts
GoodOverall Deck Condition LT: Fair - Sand and gravel accumulated on deck.
GoodRunning Surface
SUPERSTRUCTURE
Span 1
Not ApplicableBracing
Not ApplicableHardware
Not ApplicableWelded/grouted shear connectors
CH
AN
NE
LH
AZ
AR
DS
Estimated Present Water Level Depth: Estimated Present Water Level Width:
Estimated High Water Level Clearance:
High Water: Debris:Scour: Aggradation:Ice:
Comment:
No No No No No
2.2
0.1 5.0
LT: Gravel bar in the middle of upstream channel. Few debris upstream of LB abutment.
# Status Priority Estimate Description
1 $1,000.00 Clean deckLowRequired
RE
PA
IRS
# Description
MO
NIT
OR
SG
EN
ER
AL Inspector's
Comment:
Gravel to be removed from deck.
LT (2014/12/17) Reviewed.
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 339 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001A
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K351 K351 SALMON RIVER 2014/09/19
Permanent Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
PEng's
Comment:
GE
NE
RA
L
Professional Inspection Required? Report Status:No
Replacement Date for full log haul traffic (year): Replacement Date for light vehicle traffic (year): 2023 2028
Current Inspection Load Rating: Design Load GVW (tonnes): 0 Design Vehicle Config.:
Accepted By Lester Thiessen on 12/17/2014 7:54:25PM
63
GE
NE
RA
L
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 340 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001A
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K637 K637 KINGDOM LAKE BR 01 2016/06/13
Permanent Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
Inspector Name:
UTM Zone:
Total Length (metres):
Abutments (Left/Right): (looking downstream)Superstructure
Project File ID #:
KM:
Br.
User km:
Forest District:
Crossing Name: Next Inspection Date:
Steel Pipe and Precast Pad
UTM Easting:
# Spans:
Year Superstructure Installed:
Running Surface:Deck Type:
UTM Northing:
Span Length(s) (metres):
Hawthorn Cr 5.20 14.40 2019/06/13
8059 01 Cascades Natural Resource District
Steel I-beam
Timber - Treated Timber Planks
14.0
10 520416 5621255
Ron Peace 2004
1
Access:
13.4
ABUTMENTS
GoodBearings
GoodBracing
GoodBallast Wall
Not ApplicableCorrosion Protection
GoodCaps or Sills
GoodFill
GoodHardware
GoodPiles or Posts
GoodRiprap
Not ApplicableWing Wall
APPROACHES
GoodAlignment
0Bridge Ahead Signs Missing
NoBrushing Required
0Delineator Missing Left(approaching structure)
0Delineator Missing Right(approaching structure)
NoneFender Condition
nonePosted Load Rating
GoodRoad Surface
DECK
Span 1
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 341 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001A
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K637 K637 KINGDOM LAKE BR 01 2016/06/13
Permanent Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
GoodCurb Rail/Blocks/Posts
GoodDeck to Girder Bolts
GoodHardware
Not ApplicableHand Rails/Walkouts
GoodNails
FairOverall Deck Condition
FairRunning Planks Punky and rot pockets, will likely not take much industrial haul.
GoodSub Deck
GoodTies
SUPERSTRUCTURE
Span 1
GoodBracing
GoodDiaphrams
GoodGirders
Not ApplicableHardware
Not ApplicableUnder Trussing
CH
AN
NE
LH
AZ
AR
DS
Estimated Present Water Level Depth: Estimated Present Water Level Width:
Estimated High Water Level Clearance:
High Water: Debris:Scour: Aggradation:Ice:
Comment:
No No No No No
1.9
0.7 7.0
# Status Priority Estimate Description
1 $3,200.00 Punky and rot pockets, will likely not take much industrial haul. Full deck
will require 1794BF of 3" pplanks
LowRequired
RE
PA
IRS
# Description
MO
NIT
OR
SG
EN
ER
AL Inspector's
Comment:
Will soon require running decking replacement, if used for industrial Haul
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 342 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001A
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K637 K637 KINGDOM LAKE BR 01 2016/06/13
Permanent Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
PEng's
Comment:
GE
NE
RA
L
Professional Inspection Required? Report Status:No
Replacement Date for full log haul traffic (year): Replacement Date for light vehicle traffic (year): 2054 2054
Current Inspection Load Rating: Design Load GVW (tonnes): 68 Design Vehicle Config.: L75
Reviewed By Drew Alway on 1/18/2017 1:41:39PM
68
GE
NE
RA
L
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 343 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001A
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K638 K638 KINGDOM LAKE BR 01 2016/06/13
Permanent Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
Inspector Name:
UTM Zone:
Total Length (metres):
Abutments (Left/Right): (looking downstream)Superstructure
Project File ID #:
KM:
Br.
User km:
Forest District:
Crossing Name: Next Inspection Date:
Steel Pipe and Precast Pad
UTM Easting:
# Spans:
Year Superstructure Installed:
Running Surface:Deck Type:
UTM Northing:
Span Length(s) (metres):
Piebiter Cr 0.00 19.10 2019/06/13
8059 01 Cascades Natural Resource District
Steel I-beam
Timber - Untreated Timber Planks
15.2
10 524112 5618370
Ron Peace 2004
1
Access:
0
ABUTMENTS
GoodBearings
Not ApplicableBracing
GoodBallast Wall
Not ApplicableCorrosion Protection
GoodCaps or Sills
GoodFill
GoodHardware
GoodPiles or Posts
GoodRiprap
Not ApplicableWing Wall
APPROACHES
GoodAlignment
0Bridge Ahead Signs Missing
YesBrushing Required
0Delineator Missing Left(approaching structure)
0Delineator Missing Right(approaching structure)
NoneFender Condition
nonePosted Load Rating
FairRoad Surface Settled at both approaches , grade up would fix
DECK
Span 1
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 344 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001A
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K638 K638 KINGDOM LAKE BR 01 2016/06/13
Permanent Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
GoodCurb Rail/Blocks/Posts
GoodDeck to Girder Bolts
GoodHardware
Not ApplicableHand Rails/Walkouts
GoodNails
FairOverall Deck Condition Will require at minimum a patch of failed run planks, recommend new top deck
PoorRunning Planks Some have failed others with high rot values, consists of two 5' running strips
FairSub Deck
GoodTies
SUPERSTRUCTURE
Span 1
GoodBracing
GoodDiaphrams
GoodGirders
Not ApplicableHardware
Not ApplicableUnder Trussing
CH
AN
NE
LH
AZ
AR
DS
Estimated Present Water Level Depth: Estimated Present Water Level Width:
Estimated High Water Level Clearance:
High Water: Debris:Scour: Aggradation:Ice:
Comment:
No No No No No
2.0
0.3 5.2
# Status Priority Estimate Description
1 $100.00 Settled at both approaches , grade up would fixMediumRequired
2 $2,800.00 Some have failed others with high rot values, consists of two 5' running
strips. Full replacement would require 1500 BF of 3" planks
HighRequired
3 $200.00 Brush out bridgeMediumRequired
RE
PA
IRS
# Description
MO
NIT
OR
S
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 345 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001A
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K638 K638 KINGDOM LAKE BR 01 2016/06/13
Permanent Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
GE
NE
RA
L Inspector's
Comment:
Structure labeling is WO 1628 McGillvary 15.24 m. L-75 Mar98
Bridge requires deck repairs
PEng's
Comment:
GE
NE
RA
L
Professional Inspection Required? Report Status:No
Replacement Date for full log haul traffic (year): Replacement Date for light vehicle traffic (year): 2054 2059
Current Inspection Load Rating: Design Load GVW (tonnes): 68 Design Vehicle Config.: L75
Reviewed By Drew Alway on 1/18/2017 3:16:35PM
68
GE
NE
RA
L
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 346 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001A
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K1006 K1006 KINGDOM LAKE BR 01 2016/06/13
Permanent Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
Inspector Name:
UTM Zone:
Total Length (metres):
Abutments (Left/Right): (looking downstream)Superstructure
Project File ID #:
KM:
Br.
User km:
Forest District:
Crossing Name: Next Inspection Date:
Concrete Precast
UTM Easting:
# Spans:
Year Superstructure Installed:
Running Surface:Deck Type:
UTM Northing:
Span Length(s) (metres):
Unnamed 25.28 24.00 2019/06/13
8059 01 Cascades Natural Resource District
Steel I-beam
Timber - Untreated Timber Planks
18.3
10 525404 5614432
Ron Peace 1997
1
Access:
0
ABUTMENTS
FairBearings Superstructure is not pinned to the sill or blocks
Not ApplicableBracing
GoodBallast Wall
GoodConcrete Precast Lock Blocks
Not ApplicableCorrosion Protection
FairCaps or Sills None on the #2 and the #1 is only resting on a single timber
GoodFill
Not ApplicableHardware
Not ApplicablePiles or Posts
FairRiprap
GoodWing Wall Lock blocks
APPROACHES
PoorAlignment The bridge is not well aligned vertically to the approaches, the bridge is unnessarily
sloped down toward the high chain approach, #1
2Bridge Ahead Signs Missing
YesBrushing Required
0Delineator Missing Left(approaching structure)
0Delineator Missing Right(approaching structure)
NoneFender Condition
nonePosted Load Rating
FairRoad Surface Uneven at bridge ends
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 347 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001A
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K1006 K1006 KINGDOM LAKE BR 01 2016/06/13
Permanent Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
DECK
Span 1
GoodCurb Rail/Blocks/Posts
GoodDeck to Girder Bolts
GoodHardware
Not ApplicableHand Rails/Walkouts
GoodNails
GoodOverall Deck Condition
FairRunning Planks
UnratedSub Deck None
GoodTies
SUPERSTRUCTURE
Span 1
GoodBracing
GoodDiaphrams
GoodGirders
Not ApplicableHardware
Not ApplicableUnder Trussing
CH
AN
NE
LH
AZ
AR
DS
Estimated Present Water Level Depth: Estimated Present Water Level Width:
Estimated High Water Level Clearance:
High Water: Debris:Scour: Aggradation:Ice:
Comment:
No No No Yes No
1.9
0.4 5.3
Some woody debris upstream of the bridge
# Status Priority Estimate Description
1 $300.00 Brush out bridgeMediumRequired
2 $500.00 Install bridge ahead signsLowRequiredRE
PA
IRS
# Description
MO
NIT
OR
S
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 348 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001A
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K1006 K1006 KINGDOM LAKE BR 01 2016/06/13
Permanent Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
GE
NE
RA
L Inspector's
Comment:
PEng's
Comment:
GE
NE
RA
L
Professional Inspection Required? Report Status:No
Replacement Date for full log haul traffic (year): Replacement Date for light vehicle traffic (year): 2045 2050
Current Inspection Load Rating: Design Load GVW (tonnes): 68 Design Vehicle Config.: L75
Reviewed By Drew Alway on 12/6/2016 1:33:37PM
68
GE
NE
RA
L
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 349 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001A
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K1007 K1007 KINGDOM LAKE BR 01 2015/06/17
Permanent Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
Inspector Name:
UTM Zone:
Total Length (metres):
Abutments (Left/Right): (looking downstream)Superstructure
Project File ID #:
KM:
Br.
User km:
Forest District:
Crossing Name: Next Inspection Date:
Concrete Precast
UTM Easting:
# Spans:
Year Superstructure Installed:
Running Surface:Deck Type:
UTM Northing:
Span Length(s) (metres):
Cadwallader Cr 25.71 24.40 2018/06/17
8059 01 Cascades Natural Resource District
Steel I-beam
Timber - Untreated Timber Planks
15.2
10 525227 5614038
Ron Peace 1997
1
Access:
0
ABUTMENTS
PoorBearings No connection girder to lock block
Not ApplicableBracing
PoorBallast Wall Not connected to the girders
PoorConcrete Precast Lock Block abutment, blocks supporting the girders are independant of the oposing
bearing. The supporting block is resting on a block that is length ways to the creek,
which in turn is resting on two blocks perpendicular to the creek. Resulting in 3
blocks per bearing. They are settling and uneven.
Not ApplicableCorrosion Protection
PoorCaps or Sills None
PoorFill Silty unstable
Not ApplicableHardware
Not ApplicablePiles or Posts
GoodRiprap
Not ApplicableWing Wall
APPROACHES
FairAlignment Tight corner at the High chain
2Bridge Ahead Signs Missing Requires signs
NoBrushing Required
0Delineator Missing Left(approaching structure)
1Delineator Missing Right(approaching structure)
NoneFender Condition
20Posted Load Rating Bridge was posted at this inspection
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 350 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001A
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K1007 K1007 KINGDOM LAKE BR 01 2015/06/17
Permanent Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
PoorRoad Surface Drop from deck to settled road .3 m.
DECK
Span 1
FairCurb Rail/Blocks/Posts Loose, one missing washer
FairDeck to Girder Bolts Angleiron along flange and J clips through the deck planks
FairHardware
Not ApplicableHand Rails/Walkouts
GoodNails
FairOverall Deck Condition
GoodRunning Planks
UnratedSub Deck None
GoodTies
SUPERSTRUCTURE
Span 1
GoodBracing
GoodDiaphrams
GoodGirders
Not ApplicableHardware
Not ApplicableUnder Trussing
CH
AN
NE
LH
AZ
AR
DS
Estimated Present Water Level Depth: Estimated Present Water Level Width:
Estimated High Water Level Clearance:
High Water: Debris:Scour: Aggradation:Ice:
Comment:
No No No Yes No
1.5
0.3 6.0
Large tree has fallen onto deck.
# Status Priority Estimate Description
1 $30,000.00 Bridge should be removed and rebuilt for industrial haulLowRequired
RE
PA
IRS
# Description
1 Lock Block abutment, blocks supporting the girders are independant of the oposing bearing. The supporting block is
resting on a block that is length ways to the creek, which in turn is resting on two blocks perpendicular to the creek.
Resulting in 3 blocks per bearing. They are settling and uneven. (see photo)MO
NIT
OR
S
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 351 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001A
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K1007 K1007 KINGDOM LAKE BR 01 2015/06/17
Permanent Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
GE
NE
RA
L Inspector's
Comment:
None of the issues mentioned in the previous inspections appear to have been addressed. Posted @ 20
tonnes this inspection, structure should likely be removed and rebuilt for industrial haul.
maintain the load restriction posting and PEng to determine appropriate abutment design for structure rebuild if
required for industrial hauling.
PEng's
Comment:
GE
NE
RA
L
Professional Inspection Required? Report Status:No
Replacement Date for full log haul traffic (year): Replacement Date for light vehicle traffic (year): 2012 2045
Current Inspection Load Rating: Design Load GVW (tonnes): 68 Design Vehicle Config.: L75
Reviewed By Drew Alway on 2/11/2016 11:13:53AM
20
GE
NE
RA
L
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 352 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001A
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K1023 K1023 KINGDOM LAKE BR 03 2016/06/13
Permanent Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
Inspector Name:
UTM Zone:
Total Length (metres):
Abutments (Left/Right): (looking downstream)Superstructure
Project File ID #:
KM:
Br.
User km:
Forest District:
Crossing Name: Next Inspection Date:
Concrete Precast
UTM Easting:
# Spans:
Year Superstructure Installed:
Running Surface:Deck Type:
UTM Northing:
Span Length(s) (metres):
Cadwallader Cr 0.70 11.20 2019/06/13
8059 03 Cascades Natural Resource District
Steel I-beam
Timber - Untreated Timber Planks
27.4
10 517993 5622074
Ron Peace 1997
1
Access:
0
ABUTMENTS
FairBearings Unknown connection to lock blocks
Not ApplicableBracing
FairBallast Wall Not connected to the super structure
GoodConcrete Precast Lock blocks
Not ApplicableCorrosion Protection
PoorCaps or Sills None
GoodFill
Not ApplicableHardware
Not ApplicablePiles or Posts
GoodRiprap
Not ApplicableWing Wall
APPROACHES
FairAlignment Structure located in two curve transition, limited visibility
0Bridge Ahead Signs Missing
NoBrushing Required
0Delineator Missing Left(approaching structure)
0Delineator Missing Right(approaching structure)
NoneFender Condition
nonePosted Load Rating
GoodRoad Surface
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 353 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001A
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K1023 K1023 KINGDOM LAKE BR 03 2016/06/13
Permanent Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
DECK
Span 1
GoodCurb Rail/Blocks/Posts
GoodDeck to Girder Bolts
GoodHardware
Not ApplicableHand Rails/Walkouts
GoodNails
GoodOverall Deck Condition
GoodRunning Planks
GoodSub Deck
GoodTies
SUPERSTRUCTURE
Span 1
GoodBracing
GoodDiaphrams
GoodGirders Flange dirty
GoodHardware Inspected from ground visually only
Not ApplicableUnder Trussing
CH
AN
NE
LH
AZ
AR
DS
Estimated Present Water Level Depth: Estimated Present Water Level Width:
Estimated High Water Level Clearance:
High Water: Debris:Scour: Aggradation:Ice:
Comment:
No No No Yes No
2.2
1.0 16.1
Some woody debris collecting under the bridge
# Status Priority Estimate Description
1 $150.00 Clean flangesLowRequired
RE
PA
IRS
# Description
1 Some woody debris collecting under the bridge
2 THe #1 upstream corner of the bridge may have settled, 5mm on a 1 m. hand level on the box diaphramMO
NIT
OR
S
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 354 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001A
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K1023 K1023 KINGDOM LAKE BR 03 2016/06/13
Permanent Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
GE
NE
RA
L Inspector's
Comment:
Unknown connections girder bearing plate to lock blocks and structure has no sill. It appears that the structure
has settled or perhaps was built with the #1 abutment lower on the upstream side by 5 mm on a 1m. hand
level. Perhaps a survey of the structure could more closely determine the levelness.
continue to monitor left abutment for further settlement, but no significant issues at this time with the bearing.
Therefor safe for industrial use.
PEng's
Comment:
GE
NE
RA
L
Professional Inspection Required? Report Status:No
Replacement Date for full log haul traffic (year): Replacement Date for light vehicle traffic (year): 2045 2050
Current Inspection Load Rating: Design Load GVW (tonnes): 54 Design Vehicle Config.: L60
Reviewed By Drew Alway on 12/6/2016 1:12:33PM
64
GE
NE
RA
L
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 355 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001A
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K639 K639 KINGDOM LAKE BR 03 2016/06/13
Permanent Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
Inspector Name:
UTM Zone:
Total Length (metres):
Abutments (Left/Right): (looking downstream)Superstructure
Project File ID #:
KM:
Br.
User km:
Forest District:
Crossing Name: Next Inspection Date:
Concrete Lock Blocks
UTM Easting:
# Spans:
Year Superstructure Installed:
Running Surface:Deck Type:
UTM Northing:
Span Length(s) (metres):
Crazy #1 1.25 12.50 2019/06/13
8059 03 Cascades Natural Resource District
Steel I-beam
Timber - Untreated Timber Planks
14.0
10 518378 5621673
Ron Peace 2003
1
Turn @km 11.2 onKingdom Lake FSR, go.0.7 km and cross K1023 then go 0.6 km to Crazy #1 then 0.1 to Crazy #2Access:
13.4
ABUTMENTS
FairBearings Girders are resting on the ends of the treated timber sills
Not ApplicableBracing
FairBallast Wall Not connected to the girders
GoodConcrete Lock Blocks
GoodCorrosion Protection Creosote
FairCaps or Sills Short only extend to girder edges
GoodFill
FairHardware Girders pinned on outside edges to limit movement
Not ApplicablePiles or Posts
GoodRiprap
Not ApplicableWing Wall
APPROACHES
GoodAlignment
0Bridge Ahead Signs Missing
NoBrushing Required
0Delineator Missing Left(approaching structure)
0Delineator Missing Right(approaching structure)
NoneFender Condition
nonePosted Load Rating g
DECK
Span 1
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 356 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001A
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K639 K639 KINGDOM LAKE BR 03 2016/06/13
Permanent Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
GoodCurb Rail/Blocks/Posts
GoodDeck to Girder Bolts
GoodHardware
Not ApplicableHand Rails/Walkouts
GoodNails
GoodOverall Deck Condition
GoodRunning Planks
UnratedSub Deck None
GoodTies
SUPERSTRUCTURE
Span 1
GoodBracing
GoodDiaphrams
GoodGirders Flanges are dirty
Not ApplicableHardware
Not ApplicableUnder Trussing
CH
AN
NE
LH
AZ
AR
DS
Estimated Present Water Level Depth: Estimated Present Water Level Width:
Estimated High Water Level Clearance:
High Water: Debris:Scour: Aggradation:Ice:
Comment:
No No No Yes No
2.4
0.2 4.0
Woody debris collecting upstream
# Status Priority Estimate Description
1 $250.00 Clean girder bearing and flangesLowRequired
RE
PA
IRS
# Description
1 Monitor woody debris upstream
MO
NIT
OR
SG
EN
ER
AL Inspector's
Comment:
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 357 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001A
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K639 K639 KINGDOM LAKE BR 03 2016/06/13
Permanent Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
PEng's
Comment:
GE
NE
RA
L
Professional Inspection Required? Report Status:No
Replacement Date for full log haul traffic (year): Replacement Date for light vehicle traffic (year): 2056 2061
Current Inspection Load Rating: Design Load GVW (tonnes): 68 Design Vehicle Config.: L75
Reviewed By Drew Alway on 1/24/2017 4:27:31PM
68
GE
NE
RA
L
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 358 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001A
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K640 K640 KINGDOM LAKE BR 03 2016/06/13
Permanent Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
Inspector Name:
UTM Zone:
Total Length (metres):
Abutments (Left/Right): (looking downstream)Superstructure
Project File ID #:
KM:
Br.
User km:
Forest District:
Crossing Name: Next Inspection Date:
Concrete Lock Blocks
UTM Easting:
# Spans:
Year Superstructure Installed:
Running Surface:Deck Type:
UTM Northing:
Span Length(s) (metres):
Crazy #2 1.43 12.60 2019/06/13
8059 03 Cascades Natural Resource District
Steel I-beam
Timber - Untreated Timber Planks
15.2
10 518430 5621620
Ron Peace 2003
1
Turn @km 11.2 onKingdom Lake FSR, go.0.7 km and cross K1023 then go 0.6 km to Crazy #1 then 0.1 to Crazy #2Access:
0
ABUTMENTS
FairBearings Compressing rotting planks at bearing particulaly #2 abutment, see photo
Not ApplicableBracing
PoorBallast Wall Not stacked well or connected to the superstructure
GoodConcrete Lock Blocks
Not ApplicableCorrosion Protection
PoorCaps or Sills High rot values and untreated sills, stacked 2 ( 3x12") planks, has caused some
compression
GoodFill
FairHardware
Not ApplicablePiles or Posts
FairRiprap
GoodWing Wall Lock block at #2
APPROACHES
FairAlignment Limited vissibility @ #1
0Bridge Ahead Signs Missing
NoBrushing Required
0Delineator Missing Left(approaching structure)
0Delineator Missing Right(approaching structure)
NoneFender Condition
nonePosted Load Rating
GoodRoad Surface
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 359 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001A
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K640 K640 KINGDOM LAKE BR 03 2016/06/13
Permanent Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
DECK
Span 1
FairCurb Rail/Blocks/Posts Some gaps up to 11cm at panel joints
GoodDeck to Girder Bolts
GoodHardware
Not ApplicableHand Rails/Walkouts
GoodNails
FairOverall Deck Condition Limited life for industial haul
FairRunning Planks Punky sections and rot pockets, may not perform well under heavy industrial haul
UnratedSub Deck None
FairTies
SUPERSTRUCTURE
Span 1
FairBracing First diaphram from #1 has a bent diagonal brace, see photo
GoodDiaphrams
GoodGirders
GoodHardware
Not ApplicableUnder Trussing
CH
AN
NE
LH
AZ
AR
DS
Estimated Present Water Level Depth: Estimated Present Water Level Width:
Estimated High Water Level Clearance:
High Water: Debris:Scour: Aggradation:Ice:
Comment:
No No No No No
2.5
0.2 3.0
# Status Priority Estimate Description
1 $500.00 Bent diagonal brace on superstructureLowRequired
RE
PA
IRS
# Description
1 High rot values and untreated sills, stacked2 ( 3x12") planks, has caused some compression
2 Deck deteriorationMO
NIT
OR
S
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 360 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001A
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K640 K640 KINGDOM LAKE BR 03 2016/06/13
Permanent Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
GE
NE
RA
L Inspector's
Comment:
users should plan on replacing the untreated timber sill with a proper size and treated timber sill.PEng's
Comment:
GE
NE
RA
L
Professional Inspection Required? Report Status:No
Replacement Date for full log haul traffic (year): Replacement Date for light vehicle traffic (year): 2056 2061
Current Inspection Load Rating: Design Load GVW (tonnes): 68 Design Vehicle Config.: L75
Reviewed By Drew Alway on 1/25/2017 9:32:41AM
68
GE
NE
RA
L
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 361 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001A
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K1344 K1344 KINGDOM LAKE BR 04 2016/06/13
Permanent Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
Inspector Name:
UTM Zone:
Total Length (metres):
Abutments (Left/Right): (looking downstream)Superstructure
Project File ID #:
KM:
Br.
User km:
Forest District:
Crossing Name: Next Inspection Date:
Concrete Lock Blocks
UTM Easting:
# Spans:
Year Superstructure Installed:
Running Surface:Deck Type:
UTM Northing:
Span Length(s) (metres):
Plutus Cr. 1.53 14.10 2019/06/13
8059 04 Cascades Natural Resource District
Steel I-beam
Timber - Untreated Timber Planks
18.3
10 519762 5620710
Ron Peace 2005
1
Access:
0
ABUTMENTS
FairBearings Not conected to sills, rebar drifts through sill maybe into blocks?
Not ApplicableBracing
FairBallast Wall No conection to girders
PoorConcrete Lock Blocks Appears to only be 3 per side and not well centered under girders
Not ApplicableCorrosion Protection
FairCaps or Sills not bearing flat at the #1 abutment, see photo, due to settling of block.
GoodFill
Not ApplicableHardware
Not ApplicablePiles or Posts
GoodRiprap
Not ApplicableWing Wall
APPROACHES
GoodAlignment Road ends across bridge
1Bridge Ahead Signs Missing Incomplete road
NoBrushing Required
0Delineator Missing Left(approaching structure)
0Delineator Missing Right(approaching structure)
NoneFender Condition
nonePosted Load Rating
GoodRoad Surface
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 362 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001A
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K1344 K1344 KINGDOM LAKE BR 04 2016/06/13
Permanent Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
DECK
Span 1
FairCurb Rail/Blocks/Posts Not bevel cut on ends
GoodDeck to Girder Bolts
GoodHardware
Not ApplicableHand Rails/Walkouts
GoodNails
GoodOverall Deck Condition
GoodRunning Planks
UnratedSub Deck None
GoodTies
SUPERSTRUCTURE
Span 1
GoodBracing
GoodDiaphrams
GoodGirders
Not ApplicableHardware
Not ApplicableUnder Trussing
CH
AN
NE
LH
AZ
AR
DS
Estimated Present Water Level Depth: Estimated Present Water Level Width:
Estimated High Water Level Clearance:
High Water: Debris:Scour: Aggradation:Ice:
Comment:
No No No No No
2.2
0.2 9.8
# Status Priority Estimate Description
RE
PA
IRS
# Description
1 Monitor settling of lock block, specifically upstream #! abutment
MO
NIT
OR
S
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 363 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001A
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K1344 K1344 KINGDOM LAKE BR 04 2016/06/13
Permanent Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
GE
NE
RA
L Inspector's
Comment:
The road ends at this bridge. The lock block abutment appears to be 3 blocks per side. The upstream of the
#1 has rotated out of level back toward the approach, see photo. This has caused uneven bearing at this
location.
Appears new decking has been installed.
Structure has not seen much industrial traffic. Items identified are fine for monitoring at this time. Safe for
industrial use.
PEng's
Comment:
GE
NE
RA
L
Professional Inspection Required? Report Status:No
Replacement Date for full log haul traffic (year): Replacement Date for light vehicle traffic (year): 2056 2061
Current Inspection Load Rating: Design Load GVW (tonnes): 0 Design Vehicle Config.:
Reviewed By Drew Alway on 12/6/2016 1:56:11PM
68
GE
NE
RA
L
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 364 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001A
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K1345 K1345 KINGDON-CHISM BR 05 2014/08/29
Permanent Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
Inspector Name:
UTM Zone:
Total Length (metres):
Abutments (Left/Right): (looking downstream)Superstructure
Project File ID #:
KM:
Br.
User km:
Forest District:
Crossing Name: Next Inspection Date:
Steel Pipe and Precast Pad
UTM Easting:
# Spans:
Year Superstructure Installed:
Running Surface:Deck Type:
UTM Northing:
Span Length(s) (metres):
Chism Cr. 0.53 12.60 2017/08/29
8059 05 Cascades Natural Resource District
Steel I-beam
Timber - Untreated Timber Planks
18.3
10 521596 5619900
Jeremy Araki 2005
1
Access:
0
ABUTMENTS
GoodBearings
Not ApplicableBracing
GoodBallast Wall
GoodCorrosion Protection
GoodCaps or Sills
GoodFill
GoodHardware
Not ApplicablePiles or Posts
GoodRiprap
Not ApplicableWing Wall
APPROACHES
UnratedAlignment left is fine, right not built
2Bridge Ahead Signs Missing
NoBrushing Required
1Delineator Missing Left
install when finishing crossing(approaching structure)
1Delineator Missing Right(approaching structure)
NoneFender Condition install when finishing crossing
n/aPosted Load Rating none
UnratedRoad Surface good on left, not built on right
DECK
Span 1
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 365 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001A
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K1345 K1345 KINGDON-CHISM BR 05 2014/08/29
Permanent Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
FairCurb Rail/Blocks/Posts
GoodDeck to Girder Bolts
GoodHardware
Not ApplicableHand Rails/Walkouts
FairNails
PoorOverall Deck Condition rot
PoorRunning Planks totally rotten
UnratedSub Deck none
FairTies fair to poor, some will require replacing
SUPERSTRUCTURE
Span 1
GoodBracing
UnratedDiaphrams none
GoodGirders
GoodHardware
Not ApplicableUnder Trussing
CH
AN
NE
LH
AZ
AR
DS
Estimated Present Water Level Depth: Estimated Present Water Level Width:
Estimated High Water Level Clearance:
High Water: Debris:Scour: Aggradation:Ice:
Comment:
No No No No No
1.0
0.2 3.0
# Status Priority Estimate Description
RE
PA
IRS
# Description
MO
NIT
OR
SG
EN
ER
AL Inspector's
Comment:
not sure that this is 1345, the coordinates are correct and this was the one inspected last time but it is a 60'
not a 50' as in the summary.
Right approach is still not built, when you come to finish the crossing add guide logs or some type of approach
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 366 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001A
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K1345 K1345 KINGDON-CHISM BR 05 2014/08/29
Permanent Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
barriers and delineators on the right side, replace the deck and likely 30% of the ties. I did not add this as a
repair because the crossing is not yet completed.
LT (2014/1219) Reviewed.
PEng's
Comment:
GE
NE
RA
L
Professional Inspection Required? Report Status:No
Replacement Date for full log haul traffic (year): Replacement Date for light vehicle traffic (year): 2050 2055
Current Inspection Load Rating: Design Load GVW (tonnes): 68 Design Vehicle Config.: L75
Accepted By Lester Thiessen on 12/20/2014 3:17:32PM
68
GE
NE
RA
L
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 367 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001B
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K1342 K1342 KINGDON-CHISM BR 05 2015/06/17
Log Stringer Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
Inspector Name:
UTM Zone:
Total Length (metres):
Abutments (Left/Right): (looking downstream)Superstructure
Project File ID #:
KM:
Br.
User km:
Forest District:
Crossing Name: Next Inspection Date:
Crib, Log or Untreated Timber
UTM Easting:
# Spans:
Year Superstructure Installed:
Running Surface:Deck Type:
UTM Northing:
Span Length(s) (metres):
Cadwallader Cr 0.20 16.00 2017/06/17
8059 05 Cascades Natural Resource District
Steel I-beam
Timber - Untreated Timber Planks
24.4
10 521714 5620201
Ron Peace 2005
1
Access:
0
ABUTMENTS
FairBearings Not pinned to the sill log.
Not ApplicableBracing
GoodBallast Wall
Not ApplicableCorrosion Protection
GoodCaps or Sills
GoodFill
Not ApplicableHardware
GoodLog/Timber Cribs
Not ApplicablePiles or Posts
GoodRiprap
GoodTie-backs Cabled
Not ApplicableWing Wall
APPROACHES
GoodAlignment
2Bridge Ahead Signs Missing
NoBrushing Required
0Delineator Missing Left(approaching structure)
0Delineator Missing Right(approaching structure)
NoneFender Condition
GoodRoad Surface
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 368 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001B
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K1342 K1342 KINGDON-CHISM BR 05 2015/06/17
Log Stringer Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
DECK
Span 1
GoodCurb Rail/Blocks/Posts
GoodDeck to Girder Bolts
GoodHardware
Not ApplicableHand Rails/Walkouts
GoodNails
GoodOverall Deck Condition
GoodRunning Planks
GoodSub Deck
GoodTies
SUPERSTRUCTURE
Span 1
GoodBracing
GoodDiaphrams
GoodGirders
GoodHardware
Not ApplicableUnder Trussing
CH
AN
NE
LH
AZ
AR
DS
Estimated Present Water Level Depth: Estimated Present Water Level Width:
Estimated High Water Level Clearance:
High Water: Debris:Scour: Aggradation:Ice:
Comment:
No No No No No
2.1
1.3 11.7
# Status Priority Estimate Description
2 $400.00 Lag bridge to log crib.
Talked with P.Eng and since bridge hasn't moved since installation, then
not required.
MediumComplete
RE
PA
IRS
# Description
MO
NIT
OR
S
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 369 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001B
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K1342 K1342 KINGDON-CHISM BR 05 2015/06/17
Log Stringer Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
GE
NE
RA
L Inspector's
Comment:
Structure is still not pinned to the log crib
PEng's
Comment:
GE
NE
RA
L
Professional Inspection Required? Report Status:No
Replacement Date for full log haul traffic (year): Replacement Date for light vehicle traffic (year): 2026 2031
Current Inspection Load Rating: Design Load GVW (tonnes): 68 Design Vehicle Config.: L75
Reviewed By Drew Alway on 2/11/2016 12:59:28PM
68
GE
NE
RA
L
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 370 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001A
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K541 K541 TRUAX CREEK 2016/06/11
Permanent Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
Inspector Name:
UTM Zone:
Total Length (metres):
Abutments (Left/Right): (looking downstream)Superstructure
Project File ID #:
KM:
Br.
User km:
Forest District:
Crossing Name: Next Inspection Date:
Steel Pipe and Precast Pad
UTM Easting:
# Spans:
Year Superstructure Installed:
Running Surface:Deck Type:
UTM Northing:
Span Length(s) (metres):
Unnamed 8.45 8.70 2019/06/11
8060 01 Cascades Natural Resource District
Concrete Box Beam
Concrete Concrete
10.6
10 521821 5633617
Ron Peace 2001
1
Access:
0
ABUTMENTS
GoodBearings
Not ApplicableBracing
GoodBallast Wall
Not ApplicableCorrosion Protection
GoodCaps or Sills
GoodFill
Not ApplicableHardware
GoodPiles or Posts
GoodRiprap
GoodWing Wall
APPROACHES
GoodAlignment
2Bridge Ahead Signs Missing Road has been deactivated on the main and the branch road is unused and
overgrown
YesBrushing Required
0Delineator Missing Left(approaching structure)
0Delineator Missing Right(approaching structure)
GoodFender Condition
nonePosted Load Rating
GoodRoad Surface
DECK
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 371 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001A
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K541 K541 TRUAX CREEK 2016/06/11
Permanent Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
Span 1
GoodConcrete Deck
GoodCurb Rail/Blocks/Posts
FairDeck Joints Joints are not filled but little material is falling through at this time. If the bridge use
increases perhaps filling may be required, minimal risk or damage
Not ApplicableGrout Pockets
GoodHardware
Not ApplicableHand Rails/Walkouts
GoodOverall Deck Condition
GoodRunning Surface
SUPERSTRUCTURE
Span 1
Not ApplicableBracing
Not ApplicableHardware
GoodWelded/grouted shear connectors
CH
AN
NE
LH
AZ
AR
DS
Estimated Present Water Level Depth: Estimated Present Water Level Width:
Estimated High Water Level Clearance:
High Water: Debris:Scour: Aggradation:Ice:
Comment:
No No No No No
1.5
0.3 4.0
# Status Priority Estimate Description
1 $200.00 If bridge and road become active install bridge ahead signsLowRequired
RE
PA
IRS
# Description
MO
NIT
OR
SG
EN
ER
AL Inspector's
Comment:
Past inspections noted concern that deck joints should be sealed, it is this inspectors opion that if any
material is falling through it is very minimal. Given that the road is now deactivated on one branch and unused
on the other further diminishes the reported problem.
The road into this structure is overgrown with numerious small slides and material ravling onto the road.
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 372 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001A
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K541 K541 TRUAX CREEK 2016/06/11
Permanent Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
The repair commented on by the inspector, is already listed as low priorityPEng's
Comment:
GE
NE
RA
L
Professional Inspection Required? Report Status:No
Replacement Date for full log haul traffic (year): Replacement Date for light vehicle traffic (year): 2060 2065
Current Inspection Load Rating: Design Load GVW (tonnes): 68 Design Vehicle Config.: L75
Reviewed By Drew Alway on 1/13/2017 2:43:21PM
68
GE
NE
RA
L
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 373 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001B
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K543 K543 TRUAX CREEK 2014/08/30
Log Stringer Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
Inspector Name:
UTM Zone:
Total Length (metres):
Abutments (Left/Right): (looking downstream)Superstructure
Project File ID #:
KM:
Br.
User km:
Forest District:
Crossing Name: Next Inspection Date:
Crib, Log or Untreated Timber
UTM Easting:
# Spans:
Year Superstructure Installed:
Running Surface:Deck Type:
UTM Northing:
Span Length(s) (metres):
Truax Cr 10.05 9.70 2016/08/30
8060 01 Cascades Natural Resource District
Log Stringers
Timber - Untreated Timber Planks
10.5
10 521769 5632102
Jeremy Araki 1993
1
to be deactivated in 2013. DA
Deactivated in 2015. SS
Access:
0
ABUTMENTS
FairBearings
Not ApplicableBracing
FairBallast Wall
Not ApplicableCorrosion Protection
FairCaps or Sills
GoodFill
FairHardware
FairLog/Timber Cribs still intact
Not ApplicablePiles or Posts
Not ApplicableRiprap
FairTie-backs
FairWing Wall downstream side only
APPROACHES
GoodAlignment
2Bridge Ahead Signs Missing
YesBrushing Required
0Delineator Missing Left(approaching structure)
0Delineator Missing Right(approaching structure)
NoneFender Condition
0Posted Load Rating Posted as 0 and closed
FairRoad Surface
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 374 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001B
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K543 K543 TRUAX CREEK 2014/08/30
Log Stringer Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
DECK
Span 1
PoorCurb Rail/Blocks/Posts rotten
FairDeck to Girder Bolts
PoorHardware loose and old
Not ApplicableHand Rails/Walkouts
FairNails
PoorOverall Deck Condition rotten
PoorRunning Planks rotten
UnratedSub Deck none
PoorTies rotten
STRINGERS
Span 1
PoorLog Curbs rotten
PoorNeedle Beam(s) and Shims rotten, there are three, not toughing all stringers
CH
AN
NE
LH
AZ
AR
DS
Estimated Present Water Level Depth: Estimated Present Water Level Width:
Estimated High Water Level Clearance:
High Water: Debris:Scour: Aggradation:Ice:
Comment:
No No No No No
0.5
0.2 3.0
# Status Priority Estimate Description
RE
PA
IRS
# Description
MO
NIT
OR
SG
EN
ER
AL Inspector's
Comment:
Posted as closed already. Stringers 1, 4, and 7 have failed in shear atright abutment. Bridge is still upright.
Still poses a risk of failing if someone ignores the signs. Suggest removing for liability. Not much
environmental liability since its all wood with no gravel fill. I did not put any of the missing signs or anything as
a repair or monitor because the bridge is to be removed. Since it is already failing I suggest to remove it soon
or it will be in the creek if someone drives on it. It is not blocked off. If nobody drive on it it will likely fail in
winter under snow load. Not sure when that will happen but it could be 1-10 years out??
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 375 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001B
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K543 K543 TRUAX CREEK 2014/08/30
Log Stringer Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
LT (2014/12/22): Agree with inspector's recommendation to remove bridge for liability.
PEng's
Comment:
GE
NE
RA
L
Professional Inspection Required? Report Status:No
Replacement Date for full log haul traffic (year): Replacement Date for light vehicle traffic (year): 2008 2012
Current Inspection Load Rating: Design Load GVW (tonnes): Design Vehicle Config.:
Accepted By Lester Thiessen on 12/23/2014 11:07:05AM
0
GE
NE
RA
L
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 376 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001C
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K995 K995 SWAKUM-HELMER 2016/09/16
Major Culvert Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
Inlet Cover (mm):
Culvert Length (metres):
UTM Northing:
Opening Width (mm):
Culvert Material:
Outlet Cover (mm):
Gradient (%):
UTM Easting:
Opening Height (mm):
UTM Zone:
Footing Type:
Culvert Type:
Inspector Name:
KM:
Project File ID #:
User km:
Br.
Crossing Name:
Forest District:
Next Inspection Date:Clapperton Cr 1.09 1.00 2019/09/16
8071 02 Cascades Natural Resource District
Elliptical Corrugated Steel
2,300 2,500
0.5
9.0 1,100 2,200
10 666925 5576249
Ron Peace 1989
Culvert is located approximately 1 km. from the Helmer interchange off the Coquihalla hwy. Culvert is approximately 200 m.
below the Helmer Lake dam.
Access:
Year Superstructure Installed:
APPROACHES
FairAlignment
0Bridge Ahead Signs Missing
NoBrushing Required
0Delineator Missing Left(approaching structure)
0Delineator Missing Right(approaching structure)
NoneFender Condition
nonePosted Load Rating
GoodRoad Surface
CULVERT ELEMENT
Not ApplicableBaffles
Not ApplicableBolted Connections
GoodCoupled Connections No access into culvert
FairCoating Some rust
Not ApplicableEmbedment Materials
GoodFill
GoodFloor
Not ApplicableFooting
FairHead Wall Not a lot of erosion protection, some erosion of head fills to road edge
GoodInlet
GoodOutlet
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 377 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001C
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K995 K995 SWAKUM-HELMER 2016/09/16
Major Culvert Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
GoodOverall
FairRiprap More rip rap on the outlet than the inlet. controlled flows
GoodRoof
GoodSide Walls
Not ApplicableTrash Rack
Not ApplicableWiers/Backwater Structures
GoodWing Wall
CH
AN
NE
LH
AZ
AR
DS
Estimated Present Water Level Depth: Estimated Present Water Level Width:
Estimated High Water Level Clearance:
High Water: Debris:Scour: Aggradation:Ice:
Comment:
No No No No No
0.7
0.3 2.1
# Status Priority Estimate Description
RE
PA
IRS
# Description
1 Continue to monitor head wall erosion
MO
NIT
OR
SG
EN
ER
AL Inspector's
Comment:
PEng's
Comment:
GE
NE
RA
L
Professional Inspection Required? Report Status:No
Replacement Date for full log haul traffic (year): Replacement Date for light vehicle traffic (year): 2025 2030
Current Inspection Load Rating: Design Load GVW (tonnes): 0 Design Vehicle Config.:
Reviewed By Drew Alway on 2/6/2017 3:15:11PM
64
GE
NE
RA
L
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 378 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001A
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K539A K539 SLIM CREEK 2014/08/30
Permanent Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
Inspector Name:
UTM Zone:
Total Length (metres):
Abutments (Left/Right): (looking downstream)Superstructure
Project File ID #:
KM:
Br.
User km:
Forest District:
Crossing Name: Next Inspection Date:
Steel Pipe and Precast Pad
UTM Easting:
# Spans:
Year Superstructure Installed:
Running Surface:Deck Type:
UTM Northing:
Span Length(s) (metres):
Roxey Cr 9.33 9.30 2017/08/30
8151 01 Cascades Natural Resource District
Concrete Slab Girders
Concrete Concrete
15.6
10 504540 5640514
Jeremy Araki 2013
1
Access:
15
ABUTMENTS
ExcellentBearings good gap btwn slabs and cap
UnratedBracing cannot see and bracing
ExcellentBallast Wall integrated cap/wall
Not ApplicableCorrosion Protection onlt concrete showing
ExcellentCaps or Sills
PoorFill due to failure on left downstream corner, see comments
Not ApplicableHardware
Not ApplicablePiles or Posts can't see if its an inverte T or has posts and pads
PoorRiprap good other than the failure
Not ApplicableWing Wall
APPROACHES
PoorAlignment bad corner
0Bridge Ahead Signs Missing
NoBrushing Required
0Delineator Missing Left(approaching structure)
0Delineator Missing Right(approaching structure)
ExcellentFender Condition new no posts barriers
n/aPosted Load Rating not posted
GoodRoad Surface
DECK
Span 1
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 379 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001A
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K539A K539 SLIM CREEK 2014/08/30
Permanent Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
ExcellentConcrete Deck
ExcellentCurb Rail/Blocks/Posts new HSS
ExcellentDeck Joints grouted seams
Not ApplicableGrout Pockets
ExcellentHardware
Not ApplicableHand Rails/Walkouts
ExcellentOverall Deck Condition
ExcellentRunning Surface
SUPERSTRUCTURE
Span 1
Not ApplicableBracing
Not ApplicableHardware
ExcellentWelded/grouted shear connectors
CH
AN
NE
LH
AZ
AR
DS
Estimated Present Water Level Depth: Estimated Present Water Level Width:
Estimated High Water Level Clearance:
High Water: Debris:Scour: Aggradation:Ice:
Comment:
Yes Yes No Yes No
0.0
0.3 4.0
steep bouldery stream with low clearance bridge
# Status Priority Estimate Description
1 $5,000.00 Build retaining wall on left downstream side, see commentsHighRequired
RE
PA
IRS
# Description
MO
NIT
OR
SG
EN
ER
AL Inspector's
Comment:
Newish install. Riprap failure on right downstream side at corner of bridge. Really steep down into creek.
One boulder and some fill went into the creek. Some riprap left hanging. Suggest small GRS wall. Bring 5
forms and half a roll of Armtec855 to fix.
LT (2014/12/22): Updated load rating to 64 according to BCL-625 bridge label. I agree with inspector's
recommendation to install a retaining wall at RBDS corner.
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 380 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001A
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K539A K539 SLIM CREEK 2014/08/30
Permanent Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
PEng's
Comment:
GE
NE
RA
L
Professional Inspection Required? Report Status:No
Replacement Date for full log haul traffic (year): Replacement Date for light vehicle traffic (year): 2058 2063
Current Inspection Load Rating: Design Load GVW (tonnes): 63 Design Vehicle Config.: BCL625
Accepted By Lester Thiessen on 12/23/2014 10:29:55AM
64
GE
NE
RA
L
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 381 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001C
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K1311 K1311 SLIM CREEK 2014/08/30
Major Culvert Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
Inlet Cover (mm):
Culvert Length (metres):
UTM Northing:
Opening Width (mm):
Culvert Material:
Outlet Cover (mm):
Gradient (%):
UTM Easting:
Opening Height (mm):
UTM Zone:
Footing Type:
Culvert Type:
Inspector Name:
KM:
Project File ID #:
User km:
Br.
Crossing Name:
Forest District:
Next Inspection Date:Erin Creek 18.71 18.80 2017/08/30
8151 01 Cascades Natural Resource District
Round Corrugated Steel
300 400
0.0
0.0 1,500 1,500
10 500845 5643183
Jeremy Araki 1982
Access:
Year Superstructure Installed:
APPROACHES
GoodAlignment
2Bridge Ahead Signs Missing
NoBrushing Required
2Delineator Missing Left(approaching structure)
2Delineator Missing Right
did not install as the road is not narrowed and there is no place to put them anyway(approaching structure)
NoneFender Condition
n/aPosted Load Rating not posted
FairRoad Surface
CULVERT ELEMENT
Not ApplicableBaffles
Not ApplicableBolted Connections
FairCoupled Connections LT: Poor - Separating, Water flowing through and underneath culverts. (from
previous inspection)
FairCoating some corrosion on bottom, but not bad
Not ApplicableEmbedment Materials
PoorFill too shalllow over culverts
FairFloor minor corrosion LT: Separation is allowing water to flow through. (from previous
inspection)
Not ApplicableFooting
Not ApplicableHead Wall
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 382 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001C
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K1311 K1311 SLIM CREEK 2014/08/30
Major Culvert Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
PoorInlet LT: creek alignment to inlet is poor.
FairOutlet has drop so I hope this is not a fish creek
PoorOverall LT: Poor installation greatly decreased lifespan (previous inspection)
GoodRiprap
PoorRoof both dented from rocks
PoorSide Walls LT: Poor - dented (previous inspection)
Not ApplicableTrash Rack
Not ApplicableWiers/Backwater Structures
Not ApplicableWing Wall
CH
AN
NE
LH
AZ
AR
DS
Estimated Present Water Level Depth: Estimated Present Water Level Width:
Estimated High Water Level Clearance:
High Water: Debris:Scour: Aggradation:Ice:
Comment:
No No No Yes No
0.3
0.3 1.0
comes in at tight angle
# Status Priority Estimate Description
RE
PA
IRS
# Description
1 LT: Monitor crown for failure if used for industrial haul. Caution graders regarding shallow fill over culvert.
MO
NIT
OR
SG
EN
ER
AL Inspector's
Comment:
The roof of both culvert 1 and 2 are damaged. Likely from rocks during construction. They both have about 1'
of fill over their crowns so the monitor item about crushing once its active here again is valid.
LT (2014/12/23) : Monitor crown for failure if used for industrial haul. Caution graders regarding shallow fill over
culvert.
PEng's
Comment:
GE
NE
RA
L
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 383 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001C
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K1311 K1311 SLIM CREEK 2014/08/30
Major Culvert Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
Professional Inspection Required? Report Status:No
Replacement Date for full log haul traffic (year): Replacement Date for light vehicle traffic (year): 2020 2022
Current Inspection Load Rating: Design Load GVW (tonnes): 0 Design Vehicle Config.:
Accepted By Lester Thiessen on 12/23/2014 10:36:04AM
68
GE
NE
RA
L
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 384 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001B
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:PS-024 K540 SLIM CREEK 2014/09/09
Log Stringer Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
Inspector Name:
UTM Zone:
Total Length (metres):
Abutments (Left/Right): (looking downstream)Superstructure
Project File ID #:
KM:
Br.
User km:
Forest District:
Crossing Name: Next Inspection Date:
Sill -Temporary Materials
UTM Easting:
# Spans:
Year Superstructure Installed:
Running Surface:Deck Type:
UTM Northing:
Span Length(s) (metres):
Slim Cr 24.02 24.30 2017/09/09
8151 01 Cascades Natural Resource District
Steel I-beam
Timber - Untreated Timber Planks
21.3
10 492966 5640720
Jeremy Araki 1985
1
Access:
21.3
ABUTMENTS
ExcellentBearings
Not ApplicableBracing
ExcellentBallast Wall New
Not ApplicableCorrosion Protection
ExcellentCaps or Sills New, 2 logs high with 4 tiebacks
GoodFill LT: Sand on log sill visible on one photo.
ExcellentGeneral Abutment Condition new
GoodHardware crib pinned
Not ApplicablePiles or Posts
GoodRiprap
Not ApplicableWing Wall
APPROACHES
FairAlignment tight curve on left and road unfinished, right has steep ramp onto bridge
0Bridge Ahead Signs Missing
NoBrushing Required
0Delineator Missing Left(approaching structure)
0Delineator Missing Right(approaching structure)
GoodFender Condition logs
43.5Posted Load Rating See pic for axle weights.
FairRoad Surface to poor, finish road, see repair
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 385 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001B
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:PS-024 K540 SLIM CREEK 2014/09/09
Log Stringer Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
DECK
Span 1
ExcellentCurb Rail/Blocks/Posts New
ExcellentDeck to Girder Bolts New
ExcellentHardware New
Not ApplicableHand Rails/Walkouts
ExcellentNails New
ExcellentOverall Deck Condition New
Not ApplicableRunning Planks New
ExcellentSub Deck New
ExcellentTies New
SUPERSTRUCTURE
Span 1
GoodBracing
UnratedDiaphrams none
FairGirders LT: L45 girders not bolted to ballast walls.
GoodHardware
Not ApplicableUnder Trussing
CH
AN
NE
LH
AZ
AR
DS
Estimated Present Water Level Depth: Estimated Present Water Level Width:
Estimated High Water Level Clearance:
High Water: Debris:Scour: Aggradation:Ice:
Comment:
No No No No No
1.2
0.5 10.0
# Status Priority Estimate Description
1 $5,000.00 Finish left approach and build up right approachHighRequired
2 $400.00 LT: Bolt ballast wall to girders.LowRequired
3 $100.00 LT: Clean sand on log sills to prevent rot.LowRequired
RE
PA
IRS
# Description
MO
NIT
OR
S
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 386 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001B
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:PS-024 K540 SLIM CREEK 2014/09/09
Log Stringer Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
GE
NE
RA
L Inspector's
Comment:
New install with road not yet complete
LT (2014/12/22): Updated load rating to 43 tonnes according to bridge label L-45. Repairs added: Bolt ballast
wall to girders. Clean sand from sills to prevent rot.
PEng's
Comment:
GE
NE
RA
L
Professional Inspection Required? Report Status:No
Replacement Date for full log haul traffic (year): Replacement Date for light vehicle traffic (year): 2035 2035
Current Inspection Load Rating: Design Load GVW (tonnes): 41 Design Vehicle Config.: L45
Accepted By Lester Thiessen on 12/23/2014 10:54:35AM
43
GE
NE
RA
L
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 387 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001A
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K966 K966 ARRASTRA CREEK 2014/06/26
Permanent Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
Inspector Name:
UTM Zone:
Total Length (metres):
Abutments (Left/Right): (looking downstream)Superstructure
Project File ID #:
KM:
Br.
User km:
Forest District:
Crossing Name: Next Inspection Date:
Steel Pipe and Precast Pad
UTM Easting:
# Spans:
Year Superstructure Installed:
Running Surface:Deck Type:
UTM Northing:
Span Length(s) (metres):
Blakeburn Cr 2.57 2.70 2017/06/26
8479 01 Cascades Natural Resource District
Steel I-beam
Concrete Concrete
18.0
10 663046 5483364
Ben Pellett 1998
1
Access:
17.6
ABUTMENTS
GoodBearings
GoodBracing
GoodBallast Wall
FairCorrosion Protection good on left, none on right LT: No photos.
UnratedCaps or Sills n/a
GoodFill
GoodHardware
GoodPiles or Posts
FairRiprap LT: Good angular riprap, steep slope on right bank downstream beside bedrock
outcrop.
GoodWing Wall
APPROACHES
FairAlignment LT: Curves at both approaches.
2Bridge Ahead Signs Missing
NoBrushing Required
0Delineator Missing Left(approaching structure)
0Delineator Missing Right(approaching structure)
NoneFender Condition
NonePosted Load Rating
GoodRoad Surface
DECK
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 388 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001A
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K966 K966 ARRASTRA CREEK 2014/06/26
Permanent Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
Span 1
GoodConcrete Deck
ExcellentCurb Rail/Blocks/Posts new timber curbs & risers
GoodDeck Joints
GoodGrout Pockets
ExcellentHardware
Not ApplicableHand Rails/Walkouts
GoodOverall Deck Condition
GoodRunning Surface
SUPERSTRUCTURE
Span 1
GoodBracing
GoodDiaphrams
GoodGirders
Not ApplicableHardware
Not ApplicableUnder Trussing
CH
AN
NE
LH
AZ
AR
DS
Estimated Present Water Level Depth: Estimated Present Water Level Width:
Estimated High Water Level Clearance:
High Water: Debris:Scour: Aggradation:Ice:
Comment:
No No No No No
2.0
0.2 9.0
# Status Priority Estimate Description
1 $250.00 Install bridge ahead signsLowRequired
RE
PA
IRS
# Description
1 Monitor riprap at RBDS.
MO
NIT
OR
SG
EN
ER
AL Inspector's
Comment:
No site ID tag
LT (2014/12/11): Recommend to monitor riprap at RBDS due to steeper slope. No photos of deck.
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 389 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001A
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K966 K966 ARRASTRA CREEK 2014/06/26
Permanent Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
PEng's
Comment:
GE
NE
RA
L
Professional Inspection Required? Report Status:No
Replacement Date for full log haul traffic (year): Replacement Date for light vehicle traffic (year): 2045 2048
Current Inspection Load Rating: Design Load GVW (tonnes): 68 Design Vehicle Config.: L75
Accepted By Lester Thiessen on 12/17/2014 9:13:43PM
68
GE
NE
RA
L
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 390 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001A
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K1092 K1092 ARRASTRA CREEK 2016/07/07
Permanent Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
Inspector Name:
UTM Zone:
Total Length (metres):
Abutments (Left/Right): (looking downstream)Superstructure
Project File ID #:
KM:
Br.
User km:
Forest District:
Crossing Name: Next Inspection Date:
Concrete Precast
UTM Easting:
# Spans:
Year Superstructure Installed:
Running Surface:Deck Type:
UTM Northing:
Span Length(s) (metres):
Newton Cr 5.48 5.30 2019/07/07
8479 01 Cascades Natural Resource District
Concrete Slab Girders
Concrete Concrete
12.6
10 663827 5481495
Ron Peace 2000
1
The Bridge is at 5.3 km. by markers.Access:
12
ABUTMENTS
GoodBearings
Not ApplicableBracing
GoodBallast Wall
GoodConcrete Precast
GoodCorrosion Protection
GoodCaps or Sills
GoodFill
Not ApplicableHardware
GoodPiles or Posts
GoodRiprap Smaller angular
Not ApplicableWing Wall
APPROACHES
FairAlignment Very tight corner requires full use of the road width.
0Bridge Ahead Signs Missing
NoBrushing Required
0Delineator Missing Left
Damaged bracket and shot up.(approaching structure)
0Delineator Missing Right(approaching structure)
NoneFender Condition
n0nePosted Load Rating
PoorRoad Surface The low chain (#1) has a soft shoulder and muddy filled ditch.
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 391 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001A
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K1092 K1092 ARRASTRA CREEK 2016/07/07
Permanent Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
DECK
Span 1
GoodConcrete Deck
FairCurb Rail/Blocks/Posts Insect infestation
GoodDeck Joints
Not ApplicableGrout Pockets
GoodHardware
Not ApplicableHand Rails/Walkouts
GoodOverall Deck Condition
GoodRunning Surface
SUPERSTRUCTURE
Span 1
Not ApplicableBracing
Not ApplicableHardware
GoodWelded/grouted shear connectors
CH
AN
NE
LH
AZ
AR
DS
Estimated Present Water Level Depth: Estimated Present Water Level Width:
Estimated High Water Level Clearance:
High Water: Debris:Scour: Aggradation:Ice:
Comment:
No No No No No
2.3
0.3 4.1
# Status Priority Estimate Description
1 $10,000.00 Stabilize and reditch the #1 approach. To negotiate on and off the bridge
requires full use of the road width at both approaches. The exposed and
actively sloughing bank at the #1 approach which has a number of small
springs has filled the ditch line and saturated the road shoulder. Water is
running down and across the bridge.
Stabilizing and reditching is required to alieviate this issue.
Lock block wall may be required.
HighRequired
RE
PA
IRS
# Description
MO
NIT
OR
S
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 392 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001A
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K1092 K1092 ARRASTRA CREEK 2016/07/07
Permanent Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
GE
NE
RA
L Inspector's
Comment:
To negotiate on and off the bridge requires full use of the road width at both approaches. The exposed and
actively sloughing bank at the #1 approach which has a number of small springs has filled the ditch line and
saturated the road shoulder. Water is running down and across the bridge.
Stabilizing and reditching is required to alieviate this issue.
The works required are mostly road approach works and water management. This can most likely be
completed by technical staff, whom can request Eng Branch assistance if required.
PEng's
Comment:
GE
NE
RA
L
Professional Inspection Required? Report Status:Yes
Replacement Date for full log haul traffic (year): Replacement Date for light vehicle traffic (year): 2065 2070
Current Inspection Load Rating: Design Load GVW (tonnes): 68 Design Vehicle Config.: L75
Reviewed By Drew Alway on 1/5/2017 3:34:25PM
68
GE
NE
RA
L
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 393 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001A
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K1091 K1091 ARRASTRA CREEK 2016/07/07
Permanent Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
Inspector Name:
UTM Zone:
Total Length (metres):
Abutments (Left/Right): (looking downstream)Superstructure
Project File ID #:
KM:
Br.
User km:
Forest District:
Crossing Name: Next Inspection Date:
Steel Pipe and Precast Pad
UTM Easting:
# Spans:
Year Superstructure Installed:
Running Surface:Deck Type:
UTM Northing:
Span Length(s) (metres):
Arrastra Cr 14.81 14.60 2019/07/07
8479 01 Cascades Natural Resource District
Steel I-beam
Concrete Concrete
18.3
10 661172 5475631
Ron Peace 2000
1
Access:
0
ABUTMENTS
GoodBearings
GoodBracing
GoodBallast Wall
GoodCorrosion Protection
GoodCaps or Sills
GoodFill
GoodHardware
GoodPiles or Posts
GoodRiprap
Not ApplicableWing Wall
APPROACHES
GoodAlignment
0Bridge Ahead Signs Missing
NoBrushing Required
0Delineator Missing Left
Damaged mounting angle bracket(approaching structure)
0Delineator Missing Right(approaching structure)
NoneFender Condition
nonePosted Load Rating
GoodRoad Surface
DECK
Span 1
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 394 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001A
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K1091 K1091 ARRASTRA CREEK 2016/07/07
Permanent Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
GoodConcrete Deck
GoodCurb Rail/Blocks/Posts
Not ApplicableDeck Joints
GoodGrout Pockets
GoodHardware
Not ApplicableHand Rails/Walkouts
GoodOverall Deck Condition
GoodRunning Surface
SUPERSTRUCTURE
Span 1
GoodBracing
GoodDiaphrams
GoodGirders
GoodHardware
Not ApplicableUnder Trussing
CH
AN
NE
LH
AZ
AR
DS
Estimated Present Water Level Depth: Estimated Present Water Level Width:
Estimated High Water Level Clearance:
High Water: Debris:Scour: Aggradation:Ice:
Comment:
No No No No No
2.0
0.3 7.2
# Status Priority Estimate Description
1 $100.00 Replace angle bracket to delineatorHighRequired
RE
PA
IRS
# Description
MO
NIT
OR
SG
EN
ER
AL Inspector's
Comment:
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 395 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001A
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K1091 K1091 ARRASTRA CREEK 2016/07/07
Permanent Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
PEng's
Comment:
GE
NE
RA
L
Professional Inspection Required? Report Status:No
Replacement Date for full log haul traffic (year): Replacement Date for light vehicle traffic (year): 2065 2070
Current Inspection Load Rating: Design Load GVW (tonnes): 68 Design Vehicle Config.: L75
Reviewed By Drew Alway on 12/6/2016 1:22:04PM
68
GE
NE
RA
L
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 396 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001A
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:TKA008 K1609 ARRASTRA CREEK 2016/07/07
Permanent Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
Inspector Name:
UTM Zone:
Total Length (metres):
Abutments (Left/Right): (looking downstream)Superstructure
Project File ID #:
KM:
Br.
User km:
Forest District:
Crossing Name: Next Inspection Date:
Steel Pipe and Precast Pad
UTM Easting:
# Spans:
Year Superstructure Installed:
Running Surface:Deck Type:
UTM Northing:
Span Length(s) (metres):
Trib to Arrastra Cr 19.10 19.10 2019/07/07
8479 01 Cascades Natural Resource District
Concrete Slab Girders
Concrete Concrete
9.6
10 658121 5473033
Ron Peace 2013
1
From Coalmont, turn left onto Main St., then right onto Bettes Ave and follow across bridge (Tulameen River). Turn left onto
Blackburn Rd road and follow to the 6km board. Turn left onto Arrastra FSR and follow to 19.1km.
Access:
9
ABUTMENTS
GoodBearings
Not ApplicableBracing
GoodBallast Wall Some cracks on the top edge at the #2 upstream
GoodCorrosion Protection
GoodCaps or Sills
PoorFill The fill does not extend to the base of the sill, this is causing sink holes to develope
at all 4 corners of the bridge
Not ApplicableHardware
GoodPiles or Posts
PoorRiprap Steep, the creek is pinched
Not ApplicableWing Wall
APPROACHES
GoodAlignment Tight corner, but a wide approach from both
0Bridge Ahead Signs Missing
NoBrushing Required
0Delineator Missing Left(approaching structure)
0Delineator Missing Right(approaching structure)
FairFender Condition The #2 downstream has settled and is leaning over
nonePosted Load Rating
GoodRoad Surface
DECK
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 397 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001A
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:TKA008 K1609 ARRASTRA CREEK 2016/07/07
Permanent Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
Span 1
GoodConcrete Deck Many patched locations
FairCurb Rail/Blocks/Posts One missing bolt mid span upstream side due to girder concrete repairs
GoodDeck Joints
Not ApplicableGrout Pockets
FairHardware One bent delineator bracket at the #2 upstream
Not ApplicableHand Rails/Walkouts
GoodOverall Deck Condition
GoodRunning Surface
SUPERSTRUCTURE
Span 1
Not ApplicableBracing
Not ApplicableHardware
GoodWelded/grouted shear connectors
CH
AN
NE
LH
AZ
AR
DS
Estimated Present Water Level Depth: Estimated Present Water Level Width:
Estimated High Water Level Clearance:
High Water: Debris:Scour: Aggradation:Ice:
Comment:
No No No No No
2.7
0.1 0.0
# Status Priority Estimate Description
1 $500.00 Fill and compact sinks at all bridge cornersMediumRequired
RE
PA
IRS
# Description
1 Monitor settling and leaning fender at the #2 downstream
MO
NIT
OR
SG
EN
ER
AL Inspector's
Comment:
The outside concrete girders have been chipped up and repaired. This patching has resulted in one bolt
missed at the mid upstream curb riser.
The creek has been pinched to 0 and is steep.
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 398 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001A
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:TKA008 K1609 ARRASTRA CREEK 2016/07/07
Permanent Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
Approach repairs are required or damage may occur to end of girders. Place and compact in more fill and
manage water at a approaches. Channel is not encroached, it has just greened up with vegetation.
PEng's
Comment:
GE
NE
RA
L
Professional Inspection Required? Report Status:No
Replacement Date for full log haul traffic (year): Replacement Date for light vehicle traffic (year): 2058 2063
Current Inspection Load Rating: Design Load GVW (tonnes): 64 Design Vehicle Config.: BCL625
Reviewed By Drew Alway on 2/6/2017 3:20:58PM
64
GE
NE
RA
L
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 399 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001A
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:WO2125 K1610 ARRASTRA CREEK 2016/07/07
Permanent Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
Inspector Name:
UTM Zone:
Total Length (metres):
Abutments (Left/Right): (looking downstream)Superstructure
Project File ID #:
KM:
Br.
User km:
Forest District:
Crossing Name: Next Inspection Date:
Steel Pipe and Precast Pad
UTM Easting:
# Spans:
Year Superstructure Installed:
Running Surface:Deck Type:
UTM Northing:
Span Length(s) (metres):
Arrastra Cr 19.50 19.50 2019/07/07
8479 01 Cascades Natural Resource District
Steel I-beam
Timber - Untreated - Panels Timber Planks
15.2
10 657676 5473072
Ron Peace 2000
1
Princeton, travel north to Coalmont. Turn left onto Main St., then right onto Bettes Ave and follow across bridge (Tulameen
River). Turn left onto Blackburn Rd road and follow to the 6km board. Turn left onto Arrastra FSR and follow to 19.5km.
Access:
14.6
ABUTMENTS
GoodBearings
GoodBracing
GoodBallast Wall
GoodCorrosion Protection
GoodCaps or Sills
GoodFill
GoodHardware
GoodPiles or Posts
GoodRiprap
Not ApplicableWing Wall
APPROACHES
GoodAlignment
0Bridge Ahead Signs Missing
NoBrushing Required
0Delineator Missing Left(approaching structure)
0Delineator Missing Right(approaching structure)
GoodFender Condition
nonePosted Load Rating
GoodRoad Surface
DECK
Span 1
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 400 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001A
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:WO2125 K1610 ARRASTRA CREEK 2016/07/07
Permanent Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
GoodCurb Rail/Blocks/Posts
GoodDeck to Girder Bolts Clips and some are lagged
GoodHardware
Not ApplicableHand Rails/Walkouts
GoodNails
GoodOverall Deck Condition
GoodRunning Planks
GoodSub Deck
GoodTies
SUPERSTRUCTURE
Span 1
GoodBracing
GoodDiaphrams
GoodGirders
Not ApplicableHardware
Not ApplicableUnder Trussing
CH
AN
NE
LH
AZ
AR
DS
Estimated Present Water Level Depth: Estimated Present Water Level Width:
Estimated High Water Level Clearance:
High Water: Debris:Scour: Aggradation:Ice:
Comment:
No No No No No
1.3
0.3 8.1
# Status Priority Estimate Description
1 $200.00 move no-post approach barriers to line up with inside edge of the timber
rails.
MediumRequired
RE
PA
IRS
# Description
MO
NIT
OR
SG
EN
ER
AL Inspector's
Comment:
The structure components match the shop drawings supplied
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 401 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001A
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:WO2125 K1610 ARRASTRA CREEK 2016/07/07
Permanent Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
move no-post approach barriers to line up with inside edge of the timber rails.PEng's
Comment:
GE
NE
RA
L
Professional Inspection Required? Report Status:No
Replacement Date for full log haul traffic (year): Replacement Date for light vehicle traffic (year): 2045
Current Inspection Load Rating: Design Load GVW (tonnes): 68 Design Vehicle Config.: L75
Reviewed By Drew Alway on 2/6/2017 3:32:45PM
68
GE
NE
RA
L
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 402 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001A
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K528 K528 BRIDGE RIVER 2015/06/17
Permanent Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
Inspector Name:
UTM Zone:
Total Length (metres):
Abutments (Left/Right): (looking downstream)Superstructure
Project File ID #:
KM:
Br.
User km:
Forest District:
Crossing Name: Next Inspection Date:
Concrete Precast
UTM Easting:
# Spans:
Year Superstructure Installed:
Running Surface:Deck Type:
UTM Northing:
Span Length(s) (metres):
Ault Cr 5.11 5.00 2018/06/17
8490 01 Cascades Natural Resource District
Concrete I/T Beam
Concrete Composite Concrete
28.5
10 506236 5629114
Ron Peace 1987
1
Access:
27.5
ABUTMENTS
FairBearings Couvered in gravel
Not ApplicableBracing
GoodBallast Wall
GoodConcrete Precast
Not ApplicableCorrosion Protection
GoodCaps or Sills Some ravelling at sill faces
GoodFill
GoodHardware
Not ApplicablePiles or Posts
Not ApplicableRiprap Steep rock canyon
Not ApplicableWing Wall
APPROACHES
GoodAlignment
0Bridge Ahead Signs Missing
YesBrushing Required Brush out the #1 approach
0Delineator Missing Left(approaching structure)
0Delineator Missing Right(approaching structure)
GoodFender Condition
GoodRoad Surface
DECK
Span 1
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 403 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001A
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K528 K528 BRIDGE RIVER 2015/06/17
Permanent Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
GoodConcrete Deck
GoodCurb Rail/Blocks/Posts
GoodDeck Joints
GoodGrout Pockets
GoodGrout Pockets
GoodHardware
Not ApplicableHand Rails/Walkouts
GoodOverall Deck Condition
GoodRunning Surface
SUPERSTRUCTURE
Span 1
GoodBracing
GoodHardware
Not ApplicableWelded/grouted shear connectors
CH
AN
NE
LH
AZ
AR
DS
Estimated Present Water Level Depth: Estimated Present Water Level Width:
Estimated High Water Level Clearance:
High Water: Debris:Scour: Aggradation:Ice:
Comment:
No No No No No
15.0
1.0 4.0
# Status Priority Estimate Description
1 $200.00 Clean bearings of bridgeMediumRequired
2 $150.00 Brush out the #1 approachMediumRequiredRE
PA
IRS
# Description
MO
NIT
OR
SG
EN
ER
AL Inspector's
Comment:
This was a ground inspection only, no significant issues noted.
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 404 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001A
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K528 K528 BRIDGE RIVER 2015/06/17
Permanent Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
PEng's
Comment:
GE
NE
RA
L
Professional Inspection Required? Report Status:No
Replacement Date for full log haul traffic (year): Replacement Date for light vehicle traffic (year): 2047 2047
Current Inspection Load Rating: Design Load GVW (tonnes): 68 Design Vehicle Config.: L75
Reviewed By Drew Alway on 2/16/2016 3:08:32PM
68
GE
NE
RA
L
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 405 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001A
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K618 K618 BRIDGE RIVER 2014/08/29
Permanent Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
Inspector Name:
UTM Zone:
Total Length (metres):
Abutments (Left/Right): (looking downstream)Superstructure
Project File ID #:
KM:
Br.
User km:
Forest District:
Crossing Name: Next Inspection Date:
Steel Pipe and Precast Pad
UTM Easting:
# Spans:
Year Superstructure Installed:
Running Surface:Deck Type:
UTM Northing:
Span Length(s) (metres):
Paul Cr 8.00 7.90 2017/08/29
8490 01 Cascades Natural Resource District
Steel I-beam
Concrete Composite Concrete
24.9
10 504236 5629909
Jeremy Araki 1998
1
Access:
24.4
ABUTMENTS
GoodBearings
GoodBracing
GoodBallast Wall
GoodCorrosion Protection
GoodCaps or Sills
GoodFill
GoodHardware
GoodPiles or Posts
GoodRiprap
Not ApplicableWing Wall
APPROACHES
GoodAlignment
0Bridge Ahead Signs Missing
YesBrushing Required LT: LB beginning to brush in and obscure signs.
0Delineator Missing Left(approaching structure)
0Delineator Missing Right(approaching structure)
GoodFender Condition concrete barriers
GoodRoad Surface
DECK
Span 1
GoodConcrete Deck
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 406 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001A
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K618 K618 BRIDGE RIVER 2014/08/29
Permanent Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
GoodCurb Rail/Blocks/Posts
FairDeck Joints Minor cracks
GoodGrout Pockets
GoodHardware
Not ApplicableHand Rails/Walkouts
GoodOverall Deck Condition
GoodRunning Surface
SUPERSTRUCTURE
Span 1
GoodBracing
GoodDiaphrams
GoodGirders
GoodHardware
Not ApplicableUnder Trussing
CH
AN
NE
LH
AZ
AR
DS
Estimated Present Water Level Depth: Estimated Present Water Level Width:
Estimated High Water Level Clearance:
High Water: Debris:Scour: Aggradation:Ice:
Comment:
No No No No No
4.0
0.3 4.0
# Status Priority Estimate Description
1 $500.00 LT: Minor brushingLowComplete
RE
PA
IRS
# Description
MO
NIT
OR
SG
EN
ER
AL Inspector's
Comment:
Structure is in good condition.
LT (2014/12/18): Added light brushing.
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 407 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001A
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K618 K618 BRIDGE RIVER 2014/08/29
Permanent Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
PEng's
Comment:
GE
NE
RA
L
Professional Inspection Required? Report Status:No
Replacement Date for full log haul traffic (year): Replacement Date for light vehicle traffic (year): 2045 2048
Current Inspection Load Rating: Design Load GVW (tonnes): 68 Design Vehicle Config.: L75
Accepted By Lester Thiessen on 12/20/2014 10:56:28AM
68
GE
NE
RA
L
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 408 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001A
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K530A K530 BRIDGE RIVER 2016/06/12
Permanent Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
Inspector Name:
UTM Zone:
Total Length (metres):
Abutments (Left/Right): (looking downstream)Superstructure
Project File ID #:
KM:
Br.
User km:
Forest District:
Crossing Name: Next Inspection Date:
Steel Pipe and Precast Pad
UTM Easting:
# Spans:
Year Superstructure Installed:
Running Surface:Deck Type:
UTM Northing:
Span Length(s) (metres):
Cathy Cr 9.74 9.70 2019/06/12
8490 01 Cascades Natural Resource District
Steel I-beam
Concrete Composite Concrete
18.3
10 502663 5630445
Ron Peace 2012
1
Access:
17.7
ABUTMENTS
GoodBearings
GoodBracing
GoodBallast Wall
GoodCorrosion Protection
GoodCaps or Sills
GoodFill
GoodHardware
GoodPiles or Posts
FairRiprap Round and steep
Not ApplicableWing Wall
APPROACHES
GoodAlignment
0Bridge Ahead Signs Missing
NoBrushing Required
0Delineator Missing Left(approaching structure)
0Delineator Missing Right(approaching structure)
GoodFender Condition
nonePosted Load Rating
GoodRoad Surface
DECK
Span 1
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 409 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001A
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K530A K530 BRIDGE RIVER 2016/06/12
Permanent Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
GoodConcrete Deck
GoodCurb Rail/Blocks/Posts
FairDeck Joints Seal broken and small section damage to panel at bulkhead of #2 end see Photo.
May reqhire repair
GoodGrout Pockets
GoodHardware
Not ApplicableHand Rails/Walkouts
GoodOverall Deck Condition
GoodRunning Surface
SUPERSTRUCTURE
Span 1
GoodBracing
GoodDiaphrams
GoodGirders
GoodHardware
Not ApplicableUnder Trussing
CH
AN
NE
LH
AZ
AR
DS
Estimated Present Water Level Depth: Estimated Present Water Level Width:
Estimated High Water Level Clearance:
High Water: Debris:Scour: Aggradation:Ice:
Comment:
No No No No No
3.0
0.4 3.3
# Status Priority Estimate Description
1 $500.00 Seal broken and small section damage to panel at bulkhead of #2 end
see Photo. May reqhire repair
LowRequired
RE
PA
IRS
# Description
1 Monitor oversteepened rip rap
MO
NIT
OR
SG
EN
ER
AL Inspector's
Comment:
Seal broken and small section damage to panel at bulkhead of #2 end see Photo. May reqhire repair
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 410 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001A
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K530A K530 BRIDGE RIVER 2016/06/12
Permanent Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
Ensure gravel approach compacted and sitting at the same elevation or higher than the top of deck.PEng's
Comment:
GE
NE
RA
L
Professional Inspection Required? Report Status:No
Replacement Date for full log haul traffic (year): Replacement Date for light vehicle traffic (year): 2057
Current Inspection Load Rating: Design Load GVW (tonnes): 63 Design Vehicle Config.: BCL625
Reviewed By Drew Alway on 1/13/2017 9:56:19AM
64
GE
NE
RA
L
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 411 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001A
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K531 K531 BRIDGE RIVER 2015/06/17
Permanent Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
Inspector Name:
UTM Zone:
Total Length (metres):
Abutments (Left/Right): (looking downstream)Superstructure
Project File ID #:
KM:
Br.
User km:
Forest District:
Crossing Name: Next Inspection Date:
Concrete Precast
UTM Easting:
# Spans:
Year Superstructure Installed:
Running Surface:Deck Type:
UTM Northing:
Span Length(s) (metres):
Jamie Cr 17.56 17.40 2018/06/17
8490 01 Cascades Natural Resource District
Compo Girders
Concrete Concrete
27.0
10 496165 5630486
Ron Peace 1993
1
Access:
26.8
ABUTMENTS
GoodBearings
Not ApplicableBracing
GoodBallast Wall
GoodConcrete Precast
Not ApplicableCorrosion Protection
GoodCaps or Sills
FairFill
GoodHardware
GoodPiles or Posts
Not ApplicableRiprap Steep rock canyon
Not ApplicableWing Wall
APPROACHES
GoodAlignment
0Bridge Ahead Signs Missing
NoBrushing Required
0Delineator Missing Left(approaching structure)
0Delineator Missing Right(approaching structure)
NoneFender Condition
GoodRoad Surface
DECK
Span 1
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 412 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001A
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K531 K531 BRIDGE RIVER 2015/06/17
Permanent Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
FairConcrete Deck The first deck panel is chipped and exposed rebar
FairCurb Rail/Blocks/Posts Some of the bottom risers have high rot values
GoodDeck Joints
GoodGrout Pockets
GoodHardware
Not ApplicableHand Rails/Walkouts
GoodOverall Deck Condition
GoodRunning Surface
SUPERSTRUCTURE
Span 1
GoodBracing
GoodHardware
CH
AN
NE
LH
AZ
AR
DS
Estimated Present Water Level Depth: Estimated Present Water Level Width:
Estimated High Water Level Clearance:
High Water: Debris:Scour: Aggradation:Ice:
Comment:
No No No No No
0.0
1.3 1.5
# Status Priority Estimate Description
RE
PA
IRS
# Description
1 Monitor riser blocks, lower blocks have extensive rot
MO
NIT
OR
SG
EN
ER
AL Inspector's
Comment:
This was a ground only inspection, no significant issues noted. CBR issue caused this inspection to be
entered manually,
PEng's
Comment:
GE
NE
RA
L
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 413 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001A
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K531 K531 BRIDGE RIVER 2015/06/17
Permanent Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
Professional Inspection Required? Report Status:No
Replacement Date for full log haul traffic (year): Replacement Date for light vehicle traffic (year): 2053 2053
Current Inspection Load Rating: Design Load GVW (tonnes): 68 Design Vehicle Config.: L75
Reviewed By Drew Alway on 2/16/2016 3:28:59PM
68
GE
NE
RA
L
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 414 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001A
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K834 K834 BRIDGE RIVER 2016/05/12
Permanent Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
Inspector Name:
UTM Zone:
Total Length (metres):
Abutments (Left/Right): (looking downstream)Superstructure
Project File ID #:
KM:
Br.
User km:
Forest District:
Crossing Name: Next Inspection Date:
Steel Pipe and Precast Pad
UTM Easting:
# Spans:
Year Superstructure Installed:
Running Surface:Deck Type:
UTM Northing:
Span Length(s) (metres):
McParlon Cr 29.75 29.40 2019/05/12
8490 01 Cascades Natural Resource District
Steel I-beam
Concrete Composite Concrete
36.0
10 485253 5629236
Ron Peace 1994
1
Access:
36
ABUTMENTS
PoorBearings Buried, clear bearings
GoodBracing
GoodBallast Wall
Not ApplicableCorrosion Protection
GoodCaps or Sills
GoodFill
GoodHardware
GoodPiles or Posts
Not ApplicableRiprap
Not ApplicableWing Wall
APPROACHES
GoodAlignment
0Bridge Ahead Signs Missing
NoBrushing Required
0Delineator Missing Left(approaching structure)
0Delineator Missing Right(approaching structure)
NoneFender Condition
nonePosted Load Rating
GoodRoad Surface
DECK
Span 1
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 415 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001A
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K834 K834 BRIDGE RIVER 2016/05/12
Permanent Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
GoodConcrete Deck
PoorCurb Rail/Blocks/Posts The lower risers are rotten, requires 28-3' 700 BF
GoodDeck Joints
GoodGrout Pockets
GoodHardware
Not ApplicableHand Rails/Walkouts
GoodOverall Deck Condition
GoodRunning Surface
SUPERSTRUCTURE
Span 1
GoodBracing
GoodDiaphrams
GoodGirders
GoodHardware
Not ApplicableUnder Trussing
CH
AN
NE
LH
AZ
AR
DS
Estimated Present Water Level Depth: Estimated Present Water Level Width:
Estimated High Water Level Clearance:
High Water: Debris:Scour: Aggradation:Ice:
Comment:
No No No No No
0.0
1.0 12.0
# Status Priority Estimate Description
1 $300.00 Clear BearingMediumRequired
2 $4,500.00 Replace the lower Risers 28 - 3' riser blocks 700 BFHighRequiredRE
PA
IRS
# Description
MO
NIT
OR
SG
EN
ER
AL Inspector's
Comment:
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 416 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001A
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K834 K834 BRIDGE RIVER 2016/05/12
Permanent Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
If curb repairs are not completed after the next routine inspection, this structure will get a load restriction.
Replacement of bracket blocks and riser blocks with treated timber would remove this repair for a longer
timeframe in the future. Non-treated would work also.
PEng's
Comment:
GE
NE
RA
L
Professional Inspection Required? Report Status:No
Replacement Date for full log haul traffic (year): Replacement Date for light vehicle traffic (year): 2044 2049
Current Inspection Load Rating: Design Load GVW (tonnes): 68 Design Vehicle Config.: L75
Reviewed By Drew Alway on 2/6/2017 4:17:33PM
68
GE
NE
RA
L
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 417 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001A
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K623 K623 TULAMEEN 2015/06/16
Permanent Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
Inspector Name:
UTM Zone:
Total Length (metres):
Abutments (Left/Right): (looking downstream)Superstructure
Project File ID #:
KM:
Br.
User km:
Forest District:
Crossing Name: Next Inspection Date:
Steel Pipe and Precast Pad
UTM Easting:
# Spans:
Year Superstructure Installed:
Running Surface:Deck Type:
UTM Northing:
Span Length(s) (metres):
Switchback Cr 3.75 3.30 2018/06/16
8528 01 Cascades Natural Resource District
Steel I-beam
Concrete Concrete
30.0
10 644502 5498490
Ron Peace 2000
1
Access:
0
ABUTMENTS
FairBearings The rubber bering pads are compressed and bulging
GoodBracing
GoodBallast Wall
Not ApplicableCorrosion Protection
GoodCaps or Sills
GoodFill
GoodHardware
GoodPiles or Posts
GoodRiprap
Not ApplicableWing Wall
APPROACHES
FairAlignment
0Bridge Ahead Signs Missing
NoBrushing Required
0Delineator Missing Left(approaching structure)
0Delineator Missing Right(approaching structure)
NoneFender Condition Install concrete no post barriers
GoodRoad Surface
DECK
Span 1
GoodConcrete Deck
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 418 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001A
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K623 K623 TULAMEEN 2015/06/16
Permanent Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
GoodCurb Rail/Blocks/Posts
GoodDeck Joints
GoodGrout Pockets
GoodHardware
Not ApplicableHand Rails/Walkouts
GoodOverall Deck Condition
GoodRunning Surface
SUPERSTRUCTURE
Span 1
GoodBracing
GoodDiaphrams
GoodGirders Some rocks on flange
GoodHardware
Not ApplicableUnder Trussing
CH
AN
NE
LH
AZ
AR
DS
Estimated Present Water Level Depth: Estimated Present Water Level Width:
Estimated High Water Level Clearance:
High Water: Debris:Scour: Aggradation:Ice:
Comment:
No No No No No
9.0
0.3 2.5
# Status Priority Estimate Description
1 $5,000.00 Install concrete no post barriersHighRequired
RE
PA
IRS
# Description
1 The rubber bering pads are compressed and bulging
MO
NIT
OR
SG
EN
ER
AL Inspector's
Comment:
The no post barriers have not been installed.
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 419 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001A
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K623 K623 TULAMEEN 2015/06/16
Permanent Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
PEng's
Comment:
GE
NE
RA
L
Professional Inspection Required? Report Status:No
Replacement Date for full log haul traffic (year): Replacement Date for light vehicle traffic (year): 2045 2050
Current Inspection Load Rating: Design Load GVW (tonnes): 68 Design Vehicle Config.:
Reviewed By Drew Alway on 2/15/2016 11:44:49AM
68
GE
NE
RA
L
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 420 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001A
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K853 K853 TULAMEEN 2014/08/07
Permanent Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
Inspector Name:
UTM Zone:
Total Length (metres):
Abutments (Left/Right): (looking downstream)Superstructure
Project File ID #:
KM:
Br.
User km:
Forest District:
Crossing Name: Next Inspection Date:
Steel Pipe and Precast Pad
UTM Easting:
# Spans:
Year Superstructure Installed:
Running Surface:Deck Type:
UTM Northing:
Span Length(s) (metres):
Britton Cr 8.25 8.30 2017/08/07
8528 01 Cascades Natural Resource District
Steel I-beam
Concrete Concrete
16.0
10 645717 5494702
Ali Sadeghi 1998
1
Access:
15.4
ABUTMENTS
FairBearings
FairBracing
FairBallast Wall
FairCorrosion Protection
UnratedCaps or Sills no caps or sills
FairFill
FairHardware
FairPiles or Posts
FairRiprap
Not ApplicableWing Wall
APPROACHES
GoodAlignment
2Bridge Ahead Signs Missing
NoBrushing Required
0Delineator Missing Left(approaching structure)
0Delineator Missing Right(approaching structure)
NoneFender Condition room to install no posts barriers - bridge on a mainline
nPosted Load Rating not posted
GoodRoad Surface recently graded
DECK
Span 1
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 421 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001A
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K853 K853 TULAMEEN 2014/08/07
Permanent Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
FairConcrete Deck concrete comp
FairCurb Rail/Blocks/Posts some damage to the rail from snow plower
FairDeck Joints
FairGrout Pockets
GoodHardware
Not ApplicableHand Rails/Walkouts
FairOverall Deck Condition LT: Gravel on deck.
FairRunning Surface some track vehicle damage
SUPERSTRUCTURE
Span 1
GoodBracing
UnratedDiaphrams none
GoodGirders
GoodHardware welded connections
Not ApplicableUnder Trussing
CH
AN
NE
LH
AZ
AR
DS
Estimated Present Water Level Depth: Estimated Present Water Level Width:
Estimated High Water Level Clearance:
High Water: Debris:Scour: Aggradation:Ice:
Comment:
No No No No No
2.0
0.2 5.0
# Status Priority Estimate Description
1 $1,000.00 bridge ahead signsHighComplete
2 $1,500.00 no post barriersHighRequiredRE
PA
IRS
# Description
MO
NIT
OR
SG
EN
ER
AL Inspector's
Comment:
structure sound
LT (2014/12/18): Inspector tends to rate all components fair without comments. More appropriate rating may
be good.
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 422 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001A
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K853 K853 TULAMEEN 2014/08/07
Permanent Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
PEng's
Comment:
GE
NE
RA
L
Professional Inspection Required? Report Status:No
Replacement Date for full log haul traffic (year): Replacement Date for light vehicle traffic (year): 2043 2048
Current Inspection Load Rating: Design Load GVW (tonnes): 68 Design Vehicle Config.: L75
Accepted By Lester Thiessen on 12/20/2014 9:25:35AM
68
GE
NE
RA
L
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 423 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001A
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K873 K873 TULAMEEN 2014/08/07
Permanent Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
Inspector Name:
UTM Zone:
Total Length (metres):
Abutments (Left/Right): (looking downstream)Superstructure
Project File ID #:
KM:
Br.
User km:
Forest District:
Crossing Name: Next Inspection Date:
Steel Pipe and Precast Pad
UTM Easting:
# Spans:
Year Superstructure Installed:
Running Surface:Deck Type:
UTM Northing:
Span Length(s) (metres):
Eagle Cr 12.44 13.00 2017/08/07
8528 01 Cascades Natural Resource District
Steel I-beam
Concrete Composite Concrete
27.4
10 648152 5491872
Ali Sadeghi 1997
1
Access:
0
ABUTMENTS
FairBearings
UnratedBracing buried
PoorBallast Wall gap between panels and ballast wall, damaging panels and surface drainage from
above is scouring the fill in front of the abutmnets
UnratedCorrosion Protection not visible
UnratedCaps or Sills no caps or sill
FairFill scour in front of of RB abutments
FairHardware
FairPiles or Posts
FairRiprap steep and long fill slope at 67% with little riprap at the toe of fill
Not ApplicableWing Wall
APPROACHES
FairAlignment
1Bridge Ahead Signs Missing
NoBrushing Required
0Delineator Missing Left(approaching structure)
0Delineator Missing Right(approaching structure)
NoneFender Condition no fenders
naPosted Load Rating not posted
GoodRoad Surface recently graded
DECK
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 424 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001A
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K873 K873 TULAMEEN 2014/08/07
Permanent Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
Span 1
FairConcrete Deck
FairCurb Rail/Blocks/Posts one of the risers has been damaged from mechanical impact; remove 2008
monitor item
FairDeck Joints
FairGrout Pockets
FairHardware
Not ApplicableHand Rails/Walkouts
FairOverall Deck Condition
FairRunning Surface some track vehicle damage LT: no photo evidence.
SUPERSTRUCTURE
Span 1
GoodBracing
UnratedDiaphrams none
GoodGirders LT: Sand and gravel on flanges.
GoodHardware bolted connectors
Not ApplicableUnder Trussing
CH
AN
NE
LH
AZ
AR
DS
Estimated Present Water Level Depth: Estimated Present Water Level Width:
Estimated High Water Level Clearance:
High Water: Debris:Scour: Aggradation:Ice:
Comment:
No Yes No No No
10.0
0.2 2.0
in front of the abutments LT: Which one?
# Status Priority Estimate Description
1 $300.00 bridge ahead sign on left approachHighComplete
2 $1,000.00 Replace 1 - 0.9m 10"x10" Fd riserMediumComplete
3 $1,000.00 seal the joint between ballast walls and end deck panelHighComplete
4 $3,000.00 Install no post barriers on both approaches.HighRequired
5 $600.00 LT: Clean sand and gravel from deck and from girder flanges.LowComplete
RE
PA
IRS
# Description
1 scour in front of the RB abutment
MO
NIT
OR
S
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 425 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001A
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K873 K873 TULAMEEN 2014/08/07
Permanent Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
GE
NE
RA
L Inspector's
Comment:
LT (2014/12/18) Clean sand and gravel from deck and flanges. No photo evidence of deck wear as indicated in
inspection. Changed adding no-post fenders as a high priority.
PEng's
Comment:
GE
NE
RA
L
Professional Inspection Required? Report Status:No
Replacement Date for full log haul traffic (year): Replacement Date for light vehicle traffic (year): 2047 2062
Current Inspection Load Rating: Design Load GVW (tonnes): 68 Design Vehicle Config.: L75
Accepted By Lester Thiessen on 12/20/2014 9:40:11AM
68
GE
NE
RA
L
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 426 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001A
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K874 K874 TULAMEEN 2014/08/07
Permanent Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
Inspector Name:
UTM Zone:
Total Length (metres):
Abutments (Left/Right): (looking downstream)Superstructure
Project File ID #:
KM:
Br.
User km:
Forest District:
Crossing Name: Next Inspection Date:
Steel Pipe and Precast Pad
UTM Easting:
# Spans:
Year Superstructure Installed:
Running Surface:Deck Type:
UTM Northing:
Span Length(s) (metres):
Illal Cr 18.35 18.50 2017/08/27
8528 01 Cascades Natural Resource District
Steel I-beam
Timber - Treated Timber Planks
21.3
10 647454 5488482
Ali Sadeghi 1997
1
Access:
0
ABUTMENTS
GoodBearings
UnratedBracing buried
GoodBallast Wall
FairCorrosion Protection
UnratedCaps or Sills no caps or sills
GoodFill
GoodHardware
FairPiles or Posts pipe risers
FairRiprap installed steep LT: no photo showing LB rip rap
Not ApplicableWing Wall
APPROACHES
FairAlignment on a tight hor curve
1Bridge Ahead Signs Missing missing on right approach
NoBrushing Required
0Delineator Missing Left(approaching structure)
0Delineator Missing Right(approaching structure)
NoneFender Condition no fenders
naPosted Load Rating not posted
GoodRoad Surface
DECK
Span 1
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 427 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001A
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K874 K874 TULAMEEN 2014/08/07
Permanent Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
FairCurb Rail/Blocks/Posts downstream left approach rail is damaged (1 -10' 10"x10" Fd)
GoodDeck to Girder Bolts
GoodHardware
Not ApplicableHand Rails/Walkouts
FairNails
GoodOverall Deck Condition
GoodRunning Planks LT: New timber planks.
FairSub Deck treated timber
FairTies treated 8 x 10 - one cross tie has excessive check
SUPERSTRUCTURE
Span 1
GoodBracing
UnratedDiaphrams no diaphrams
GoodGirders LT: Debris on girder flanges.
GoodHardware bolted connection
Not ApplicableUnder Trussing
CH
AN
NE
LH
AZ
AR
DS
Estimated Present Water Level Depth: Estimated Present Water Level Width:
Estimated High Water Level Clearance:
High Water: Debris:Scour: Aggradation:Ice:
Comment:
No No No No No
1.8
0.3 15.0
# Status Priority Estimate Description
1 $500.00 bridge ahead signHighComplete
2 $1,500.00 Replace one section of the rail and riser:
1 - 10' 10" X 10" Fd
MediumCompleteRE
PA
IRS
# Description
1 LT: Monitor checking in ties.
MO
NIT
OR
S
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 428 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001A
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K874 K874 TULAMEEN 2014/08/07
Permanent Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
GE
NE
RA
L Inspector's
Comment:
LT (2014/12/18) Running planks were replaced in 2012. Monitor checks in ties. No photo showing LB rip rap
and RB rip rap photo does not show creek.
PEng's
Comment:
GE
NE
RA
L
Professional Inspection Required? Report Status:No
Replacement Date for full log haul traffic (year): Replacement Date for light vehicle traffic (year): 2047 2062
Current Inspection Load Rating: Design Load GVW (tonnes): 68 Design Vehicle Config.: L75
Accepted By Lester Thiessen on 12/20/2014 10:05:18AM
68
GE
NE
RA
L
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 429 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001A
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K457 K457 TULAMEEN 2016/07/08
Permanent Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
Inspector Name:
UTM Zone:
Total Length (metres):
Abutments (Left/Right): (looking downstream)Superstructure
Project File ID #:
KM:
Br.
User km:
Forest District:
Crossing Name: Next Inspection Date:
Concrete Precast
UTM Easting:
# Spans:
Year Superstructure Installed:
Running Surface:Deck Type:
UTM Northing:
Span Length(s) (metres):
McGee Cr 21.62 21.60 2019/07/08
8528 01 Cascades Natural Resource District
Concrete Box Beam
Concrete Gravel
9.6
10 648115 5486436
Ron Peace 1984
1
Access:
0
ABUTMENTS
GoodBearings
Not ApplicableBracing
GoodBallast Wall
GoodConcrete Precast
Not ApplicableCorrosion Protection
GoodCaps or Sills
GoodFill
Not ApplicableHardware
Not ApplicablePiles or Posts
FairRiprap
GoodWing Wall No apparent movement
APPROACHES
FairAlignment Tight corner, some impact at the #2 downstream curb, still finctional
0Bridge Ahead Signs Missing
NoBrushing Required
0Delineator Missing Left(approaching structure)
0Delineator Missing Right(approaching structure)
NoneFender Condition
nonePosted Load Rating
GoodRoad Surface
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 430 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001A
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K457 K457 TULAMEEN 2016/07/08
Permanent Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
DECK
Span 1
FairConcrete Deck 6 exposed plates that may catch when being graded. The plates connect the added
box girder
FairCurb Rail/Blocks/Posts
GoodDeck Joints
Not ApplicableGrout Pockets
UnratedGravel Surface None
FairHardware
Not ApplicableHand Rails/Walkouts
GoodOverall Deck Condition
SUPERSTRUCTURE
Span 1
Not ApplicableBracing
GoodHardware
GoodWelded/grouted shear connectors
CH
AN
NE
LH
AZ
AR
DS
Estimated Present Water Level Depth: Estimated Present Water Level Width:
Estimated High Water Level Clearance:
High Water: Debris:Scour: Aggradation:Ice:
Comment:
No No No No No
2.5
0.2 4.3
# Status Priority Estimate Description
RE
PA
IRS
# Description
MO
NIT
OR
SG
EN
ER
AL Inspector's
Comment:
There are 6 plates on the deck connecting the box girder to the double T girder.
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 431 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001A
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K457 K457 TULAMEEN 2016/07/08
Permanent Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
PEng's
Comment:
GE
NE
RA
L
Professional Inspection Required? Report Status:No
Replacement Date for full log haul traffic (year): Replacement Date for light vehicle traffic (year): 2034 2039
Current Inspection Load Rating: Design Load GVW (tonnes): 55 Design Vehicle Config.: L60
Reviewed By Drew Alway on 1/11/2017 12:15:27PM
68
GE
NE
RA
L
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 432 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001A
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K458 K458 TULAMEEN 2016/07/08
Permanent Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
Inspector Name:
UTM Zone:
Total Length (metres):
Abutments (Left/Right): (looking downstream)Superstructure
Project File ID #:
KM:
Br.
User km:
Forest District:
Crossing Name: Next Inspection Date:
Concrete Cast in Place
UTM Easting:
# Spans:
Year Superstructure Installed:
Running Surface:Deck Type:
UTM Northing:
Span Length(s) (metres):
Jim Kelly Cr 27.20 27.00 2019/07/08
8528 01 Cascades Natural Resource District
Concrete I/T Beam
Concrete Gravel
9.6
10 647019 5482334
Ron Peace 1984
1
Access:
0
ABUTMENTS
GoodBearings
GoodBracing Dewy dag
FairBallast Wall The center panel, bulkhead/sill has chipped edges upstream and down on the #1
abutment. Exposed rebar, see photo
FairConcrete Cast in Place
Not ApplicableCorrosion Protection
GoodCaps or Sills
GoodFill
GoodHardware
Not ApplicablePiles or Posts
FairRiprap
FairWing Wall Unable to view any of the previous measurements of the wing walls. The #1
approach low chain u/s 131 d/s 173 mm. #2 148 u/s 115 mm. d/s
APPROACHES
FairAlignment Tight corner at #1 approach
0Bridge Ahead Signs Missing
NoBrushing Required
0Delineator Missing Left(approaching structure)
0Delineator Missing Right(approaching structure)
NoneFender Condition
nonePosted Load Rating
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 433 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001A
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K458 K458 TULAMEEN 2016/07/08
Permanent Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
GoodRoad Surface
DECK
Span 1
FairConcrete Deck Chipped and worn
GoodCurb Rail/Blocks/Posts The short curb blocks only have one bolt
GoodDeck Joints
Not ApplicableGrout Pockets
UnratedGravel Surface Now
GoodHardware
Not ApplicableHand Rails/Walkouts
GoodOverall Deck Condition
SUPERSTRUCTURE
Span 1
Not ApplicableBracing
Not ApplicableHardware
GoodWelded/grouted shear connectors Some chipping at welds
CH
AN
NE
LH
AZ
AR
DS
Estimated Present Water Level Depth: Estimated Present Water Level Width:
Estimated High Water Level Clearance:
High Water: Debris:Scour: Aggradation:Ice:
Comment:
No No No No No
4.2
1.0 2.8
# Status Priority Estimate Description
RE
PA
IRS
# Description
1 Continue to monitor wing walls
MO
NIT
OR
SG
EN
ER
AL Inspector's
Comment:
Unable to view any of the previous measurements of the wing walls. The #1 approach low chain u/s 131 d/s
173 mm. #2 148 u/s 115 mm. d/s
The center panel, bulkhead/sill has chipped edges upstream and down on the #1 abutment. Exposed rebar,
see photo
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 434 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001A
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K458 K458 TULAMEEN 2016/07/08
Permanent Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
Curbs have been repaired
PEng's
Comment:
GE
NE
RA
L
Professional Inspection Required? Report Status:No
Replacement Date for full log haul traffic (year): Replacement Date for light vehicle traffic (year): 2034 2039
Current Inspection Load Rating: Design Load GVW (tonnes): 91 Design Vehicle Config.: L100
Reviewed By Drew Alway on 1/11/2017 2:48:15PM
68
GE
NE
RA
L
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 435 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001A
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K459 K459 TULAMEEN 2016/07/08
Permanent Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
Inspector Name:
UTM Zone:
Total Length (metres):
Abutments (Left/Right): (looking downstream)Superstructure
Project File ID #:
KM:
Br.
User km:
Forest District:
Crossing Name: Next Inspection Date:
Concrete Cast in Place
UTM Easting:
# Spans:
Year Superstructure Installed:
Running Surface:Deck Type:
UTM Northing:
Span Length(s) (metres):
Railroad Cr 31.21 30.80 2019/07/08
8528 01 Cascades Natural Resource District
Concrete Box Beam
Concrete Gravel
6.1
10 644762 5479492
Ron Peace 1984
1
Access:
0
ABUTMENTS
GoodBearings
Not ApplicableBracing
GoodBallast Wall
GoodConcrete Cast in Place
Not ApplicableCorrosion Protection
GoodCaps or Sills
GoodFill
Not ApplicableHardware
Not ApplicablePiles or Posts
PoorRiprap Impeeding creek flow and not protecting the footing and abutment face
GoodWing Wall Cracks at the upstream side of #1, see photo
APPROACHES
FairAlignment Tight corner at both approaches
0Bridge Ahead Signs Missing
NoBrushing Required
0Delineator Missing Left(approaching structure)
0Delineator Missing Right(approaching structure)
NoneFender Condition
nonePosted Load Rating
PoorRoad Surface The bridge requires fill at both approaches, grader could fix this problem.
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 436 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001A
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K459 K459 TULAMEEN 2016/07/08
Permanent Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
DECK
Span 1
FairConcrete Deck Welded and bolted tabs to secure added box girders are exposed to damage from
graders. 4 clips are visible on the downstream side and 2 are not covered by gravel
on the upstream
GoodCurb Rail/Blocks/Posts
GoodDeck Joints
Not ApplicableGrout Pockets
FairGravel Surface some on upstream side of bridge
GoodHardware
Not ApplicableHand Rails/Walkouts
GoodOverall Deck Condition
SUPERSTRUCTURE
Span 1
Not ApplicableBracing
Not ApplicableHardware
FairWelded/grouted shear connectors The tabs used to secure the added box girders are exposed to damage from the
grader
CH
AN
NE
LH
AZ
AR
DS
Estimated Present Water Level Depth: Estimated Present Water Level Width:
Estimated High Water Level Clearance:
High Water: Debris:Scour: Aggradation:Ice:
Comment:
No Yes No No No
2.0
0.2 3.4
Scouring along the face of #2 abutment
# Status Priority Estimate Description
1 $250.00 Fill in potholes at both ends of the bridge, grader could likely resolveHighRequired
RE
PA
IRS
# Description
1 Monitor scour along face of #2 abutment
MO
NIT
OR
S
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 437 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001A
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K459 K459 TULAMEEN 2016/07/08
Permanent Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
GE
NE
RA
L Inspector's
Comment:
no water appears to be flowing onto the bridge. The bridge requires fill at both approaches, grader could fix this
problem.
PEng's
Comment:
GE
NE
RA
L
Professional Inspection Required? Report Status:No
Replacement Date for full log haul traffic (year): Replacement Date for light vehicle traffic (year): 2034 2039
Current Inspection Load Rating: Design Load GVW (tonnes): 55 Design Vehicle Config.: L60
Reviewed By Drew Alway on 1/11/2017 3:35:29PM
68
GE
NE
RA
L
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 438 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001A
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K461 K461 TULAMEEN 2016/07/08
Permanent Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
Inspector Name:
UTM Zone:
Total Length (metres):
Abutments (Left/Right): (looking downstream)Superstructure
Project File ID #:
KM:
Br.
User km:
Forest District:
Crossing Name: Next Inspection Date:
Concrete Precast
UTM Easting:
# Spans:
Year Superstructure Installed:
Running Surface:Deck Type:
UTM Northing:
Span Length(s) (metres):
Sutter Cr 33.61 33.20 2019/07/08
8528 01 Cascades Natural Resource District
Steel I-beam
Timber - Untreated Timber Planks
18.3
10 644014 5477600
Ron Peace 1988
1
Access:
0
ABUTMENTS
GoodBearings
Not ApplicableBracing
GoodBallast Wall
GoodConcrete Precast
Not ApplicableCorrosion Protection
GoodCaps or Sills #2 is covered in gravel
GoodFill
Not ApplicableHardware
Not ApplicablePiles or Posts
Not ApplicableRiprap Bedrock
Not ApplicableWing Wall
APPROACHES
GoodAlignment
0Bridge Ahead Signs Missing
NoBrushing Required
0Delineator Missing Left(approaching structure)
0Delineator Missing Right(approaching structure)
NoneFender Condition
nonePosted Load Rating
FairRoad Surface Potholed
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 439 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001A
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K461 K461 TULAMEEN 2016/07/08
Permanent Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
DECK
Span 1
GoodCurb Rail/Blocks/Posts
GoodDeck to Girder Bolts
GoodHardware
Not ApplicableHand Rails/Walkouts
GoodNails
GoodOverall Deck Condition
FairRunning Planks Worn and dirty
UnratedSub Deck None
GoodTies
SUPERSTRUCTURE
Span 1
GoodBracing
GoodDiaphrams
GoodGirders
GoodHardware
Not ApplicableUnder Trussing
CH
AN
NE
LH
AZ
AR
DS
Estimated Present Water Level Depth: Estimated Present Water Level Width:
Estimated High Water Level Clearance:
High Water: Debris:Scour: Aggradation:Ice:
Comment:
No No No No No
4.0
0.3 2.3
# Status Priority Estimate Description
1 $300.00 Clean the sillsLowRequired
RE
PA
IRS
# Description
MO
NIT
OR
S
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 440 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001A
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K461 K461 TULAMEEN 2016/07/08
Permanent Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
GE
NE
RA
L Inspector's
Comment:
The #2 sill is buried, clear debris from sill.
PEng's
Comment:
GE
NE
RA
L
Professional Inspection Required? Report Status:No
Replacement Date for full log haul traffic (year): Replacement Date for light vehicle traffic (year): 2038 2043
Current Inspection Load Rating: Design Load GVW (tonnes): 0 Design Vehicle Config.:
Reviewed By Drew Alway on 1/11/2017 3:39:57PM
68
GE
NE
RA
L
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 441 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001C
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K1113 K1113 TULAMEEN 2016/07/08
Major Culvert Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
Inlet Cover (mm):
Culvert Length (metres):
UTM Northing:
Opening Width (mm):
Culvert Material:
Outlet Cover (mm):
Gradient (%):
UTM Easting:
Opening Height (mm):
UTM Zone:
Footing Type:
Culvert Type:
Inspector Name:
KM:
Project File ID #:
User km:
Br.
Crossing Name:
Forest District:
Next Inspection Date:Unnamed 36.71 36.30 2019/07/08
8528 01 Cascades Natural Resource District
Elliptical Corrugated Steel
Precast Concrete Footing
750 1,100
0.0
18.0 1,500 2,000
10 642534 5475503
Ron Peace 1998
Access:
Year Superstructure Installed:
APPROACHES
GoodAlignment
0Bridge Ahead Signs Missing
NoBrushing Required
0Delineator Missing Left(approaching structure)
0Delineator Missing Right(approaching structure)
NoneFender Condition
nonePosted Load Rating
GoodRoad Surface
CULVERT ELEMENT
Not ApplicableBaffles
Not ApplicableBolted Connections
GoodCoupled Connections
FairCoating Some rust
Not ApplicableEmbedment Materials
GoodFill
GoodFloor
Not ApplicableFooting
GoodHead Wall
GoodInlet
GoodOutlet Some trees have fallen onto the #2 bank
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 442 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001C
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K1113 K1113 TULAMEEN 2016/07/08
Major Culvert Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
GoodOverall
GoodRiprap
GoodRoof
GoodSide Walls
Not ApplicableTrash Rack
Not ApplicableWiers/Backwater Structures
GoodWing Wall
CH
AN
NE
LH
AZ
AR
DS
Estimated Present Water Level Depth: Estimated Present Water Level Width:
Estimated High Water Level Clearance:
High Water: Debris:Scour: Aggradation:Ice:
Comment:
No No No Yes No
0.8
0.1 1.4
Some trees have fallen onto the #2 bank at the outlet, likely not an issue, should be monitored
# Status Priority Estimate Description
RE
PA
IRS
# Description
1 Some trees have fallen onto the #2 bank at the outlet, likely not an issue, should be monitored
MO
NIT
OR
SG
EN
ER
AL Inspector's
Comment:
The cover depth is .75 m. at the inlet and 1.1 m. at the outlet
inlet and outlet cover depths are updated in CBR. Load rating set to CL-625.PEng's
Comment:
GE
NE
RA
L
Professional Inspection Required? Report Status:No
Replacement Date for full log haul traffic (year): Replacement Date for light vehicle traffic (year): 2060 2065
Current Inspection Load Rating: Design Load GVW (tonnes): 63 Design Vehicle Config.: CL625
Reviewed By Drew Alway on 12/6/2016 1:48:31PM
63
GE
NE
RA
L
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 443 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001A
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K1118 K1118 TULAMEEN 2015/06/14
Permanent Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
Inspector Name:
UTM Zone:
Total Length (metres):
Abutments (Left/Right): (looking downstream)Superstructure
Project File ID #:
KM:
Br.
User km:
Forest District:
Crossing Name: Next Inspection Date:
Steel Pipe and Precast Pad
UTM Easting:
# Spans:
Year Superstructure Installed:
Running Surface:Deck Type:
UTM Northing:
Span Length(s) (metres):
Vuich Cr 37.65 37.20 2018/06/14
8528 01 Cascades Natural Resource District
Steel I-beam
Concrete Composite Concrete
17.0
10 642488 5474658
Ron Peace 1999
1
Access:
0
ABUTMENTS
GoodBearings
Not ApplicableBracing
FairBallast Wall The repair to the #2 downstream side of the concrete ballast wall has not been
done
Not ApplicableCorrosion Protection
GoodCaps or Sills
GoodFill
GoodHardware
GoodPiles or Posts
GoodRiprap
Not ApplicableWing Wall
APPROACHES
GoodAlignment
1Bridge Ahead Signs Missing
NoBrushing Required
0Delineator Missing Left(approaching structure)
0Delineator Missing Right(approaching structure)
NoneFender Condition
GoodRoad Surface
DECK
Span 1
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 444 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001A
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K1118 K1118 TULAMEEN 2015/06/14
Permanent Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
GoodConcrete Deck
FairCurb Rail/Blocks/Posts Rot values are starting to be significant, repair may be required in a year or two
GoodDeck Joints
GoodGrout Pockets
GoodHardware
Not ApplicableHand Rails/Walkouts
GoodOverall Deck Condition
GoodRunning Surface
SUPERSTRUCTURE
Span 1
GoodBracing
GoodDiaphrams
GoodGirders
Not ApplicableHardware
Not ApplicableUnder Trussing
CH
AN
NE
LH
AZ
AR
DS
Estimated Present Water Level Depth: Estimated Present Water Level Width:
Estimated High Water Level Clearance:
High Water: Debris:Scour: Aggradation:Ice:
Comment:
No No No No No
1.4
0.4 4.2
# Status Priority Estimate Description
1 $200.00 Install a bridge ahead for the #2 approachMediumRequired
RE
PA
IRS
# Description
1 Rot values are starting to be significant, repair may be required in a year or two
MO
NIT
OR
SG
EN
ER
AL Inspector's
Comment:
The repair to the #2 downstream side of the concrete ballast wall has not been done
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 445 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001A
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K1118 K1118 TULAMEEN 2015/06/14
Permanent Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
concrete repair is pretty simple and users should complete as soon as possible. Contact the engineering
branch if more direction is required.
PEng's
Comment:
GE
NE
RA
L
Professional Inspection Required? Report Status:No
Replacement Date for full log haul traffic (year): Replacement Date for light vehicle traffic (year): 2045 2050
Current Inspection Load Rating: Design Load GVW (tonnes): 68 Design Vehicle Config.: L75
Reviewed By Drew Alway on 2/11/2016 12:39:07PM
68
GE
NE
RA
L
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 446 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001A
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K463A K463 TULAMEEN 2016/07/08
Permanent Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
Inspector Name:
UTM Zone:
Total Length (metres):
Abutments (Left/Right): (looking downstream)Superstructure
Project File ID #:
KM:
Br.
User km:
Forest District:
Crossing Name: Next Inspection Date:
Steel Pipe and Precast Pad
UTM Easting:
# Spans:
Year Superstructure Installed:
Running Surface:Deck Type:
UTM Northing:
Span Length(s) (metres):
Podunk Cr 46.00 47.20 2019/07/08
8528 01 Cascades Natural Resource District
Steel I-beam
Concrete Composite Concrete
24.4
10 641213 5467377
Ron Peace 2009
1
Access:
23.5
ABUTMENTS
GoodBearings
GoodBracing
GoodBallast Wall
GoodCorrosion Protection
GoodCaps or Sills
GoodFill
GoodHardware
GoodPiles or Posts
GoodRiprap
Not ApplicableWing Wall
APPROACHES
GoodAlignment
0Bridge Ahead Signs Missing
NoBrushing Required
0Delineator Missing Left(approaching structure)
0Delineator Missing Right(approaching structure)
GoodFender Condition
onePosted Load Rating
GoodRoad Surface
DECK
Span 1
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 447 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001A
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K463A K463 TULAMEEN 2016/07/08
Permanent Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
GoodConcrete Deck
GoodCurb Rail/Blocks/Posts
GoodDeck Joints
GoodGrout Pockets
GoodHardware
Not ApplicableHand Rails/Walkouts
GoodOverall Deck Condition
GoodRunning Surface
SUPERSTRUCTURE
Span 1
GoodBracing
GoodDiaphrams
GoodGirders
GoodHardware
Not ApplicableUnder Trussing
CH
AN
NE
LH
AZ
AR
DS
Estimated Present Water Level Depth: Estimated Present Water Level Width:
Estimated High Water Level Clearance:
High Water: Debris:Scour: Aggradation:Ice:
Comment:
No No No No No
4.6
0.2 3.6
# Status Priority Estimate Description
RE
PA
IRS
# Description
MO
NIT
OR
SG
EN
ER
AL Inspector's
Comment:
Nicely built bridge.
10U 0641213 5467377
long 49 20 34.1 lat 121 03 21.5
Clear old repairs etc. from reg.
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 448 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001A
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K463A K463 TULAMEEN 2016/07/08
Permanent Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
repairs updated. GPS data updated. I believe the realigning of the no-post barriers to be in front of the HSS rails
is still not completed.
PEng's
Comment:
GE
NE
RA
L
Professional Inspection Required? Report Status:No
Replacement Date for full log haul traffic (year): Replacement Date for light vehicle traffic (year): 2050
Current Inspection Load Rating: Design Load GVW (tonnes): 91 Design Vehicle Config.: L100
Reviewed By Drew Alway on 1/11/2017 3:45:05PM
91
GE
NE
RA
L
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 449 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001A
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K464 K464 TULAMEEN 2016/07/08
Permanent Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
Inspector Name:
UTM Zone:
Total Length (metres):
Abutments (Left/Right): (looking downstream)Superstructure
Project File ID #:
KM:
Br.
User km:
Forest District:
Crossing Name: Next Inspection Date:
Steel Pipe and Precast Pad
UTM Easting:
# Spans:
Year Superstructure Installed:
Running Surface:Deck Type:
UTM Northing:
Span Length(s) (metres):
Chan Cr 48.19 49.20 2019/07/08
8528 01 Cascades Natural Resource District
Steel I-beam
Concrete Composite Concrete
18.3
10 643026 5467150
Ron Peace 2009
1
Structure was replaced by Tolko Sept 09
UTMs converted from Lat/Long- check in field.
Access:
17.7
ABUTMENTS
GoodBearings
GoodBracing
GoodBallast Wall
GoodCorrosion Protection
GoodCaps or Sills
GoodFill
GoodHardware
GoodPiles or Posts
GoodRiprap
Not ApplicableWing Wall
APPROACHES
FairAlignment #2 approach has a flare but traffic is hitting on on transition to straight, minimal
0Bridge Ahead Signs Missing
NoBrushing Required
0Delineator Missing Left(approaching structure)
0Delineator Missing Right(approaching structure)
NoneFender Condition
nonePosted Load Rating
FairRoad Surface Soft and punching out at the #1
DECK
Span 1
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 450 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001A
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K464 K464 TULAMEEN 2016/07/08
Permanent Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
GoodConcrete Deck
GoodCurb Rail/Blocks/Posts
GoodDeck Joints
GoodGrout Pockets
GoodHardware
Not ApplicableHand Rails/Walkouts
GoodOverall Deck Condition
GoodRunning Surface
SUPERSTRUCTURE
Span 1
GoodBracing
GoodDiaphrams
GoodGirders
GoodHardware
Not ApplicableUnder Trussing
CH
AN
NE
LH
AZ
AR
DS
Estimated Present Water Level Depth: Estimated Present Water Level Width:
Estimated High Water Level Clearance:
High Water: Debris:Scour: Aggradation:Ice:
Comment:
No No No No No
3.0
0.2 4.0
# Status Priority Estimate Description
RE
PA
IRS
# Description
MO
NIT
OR
SG
EN
ER
AL Inspector's
Comment:
Structure location
UTM 10U 0643026 5467150
Lat 49 20 25.0 Long 121 01 51.7
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 451 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001A
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K464 K464 TULAMEEN 2016/07/08
Permanent Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
PEng's
Comment:
GE
NE
RA
L
Professional Inspection Required? Report Status:No
Replacement Date for full log haul traffic (year): Replacement Date for light vehicle traffic (year): 2050 2059
Current Inspection Load Rating: Design Load GVW (tonnes): 91 Design Vehicle Config.: L100
Reviewed By Drew Alway on 1/11/2017 3:49:10PM
91
GE
NE
RA
L
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 452 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001A
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K465 K465 TULAMEEN 2016/07/08
Permanent Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
Inspector Name:
UTM Zone:
Total Length (metres):
Abutments (Left/Right): (looking downstream)Superstructure
Project File ID #:
KM:
Br.
User km:
Forest District:
Crossing Name: Next Inspection Date:
Steel Pipe and Precast Pad
UTM Easting:
# Spans:
Year Superstructure Installed:
Running Surface:Deck Type:
UTM Northing:
Span Length(s) (metres):
White Cloud Cr 50.96 52.00 2019/07/08
8528 01 Cascades Natural Resource District
Concrete Slab Girders
Concrete Concrete
12.6
10 645438 5468145
Ron Peace 2009
1
Structure replaced by Tolko Sept 09
UTMs converted from Lat/Long- check in field.
Access:
12
ABUTMENTS
GoodBearings
Not ApplicableBracing
GoodBallast Wall
Not ApplicableCorrosion Protection
GoodCaps or Sills
GoodFill
Not ApplicableHardware
UnratedPiles or Posts Buried
GoodRiprap
Not ApplicableWing Wall
APPROACHES
FairAlignment The #2 is narrow and potholed
0Bridge Ahead Signs Missing
NoBrushing Required
0Delineator Missing Left(approaching structure)
0Delineator Missing Right(approaching structure)
NoneFender Condition
nonePosted Load Rating
FairRoad Surface Potholed at the #2
DECK
Span 1
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 453 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001A
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K465 K465 TULAMEEN 2016/07/08
Permanent Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
GoodConcrete Deck
GoodCurb Rail/Blocks/Posts
GoodDeck Joints
GoodGrout Pockets
GoodHardware
Not ApplicableHand Rails/Walkouts
GoodOverall Deck Condition
GoodRunning Surface
SUPERSTRUCTURE
Span 1
Not ApplicableBracing
Not ApplicableHardware
GoodWelded/grouted shear connectors
CH
AN
NE
LH
AZ
AR
DS
Estimated Present Water Level Depth: Estimated Present Water Level Width:
Estimated High Water Level Clearance:
High Water: Debris:Scour: Aggradation:Ice:
Comment:
No No No No No
2.2
0.2 1.2
# Status Priority Estimate Description
RE
PA
IRS
# Description
MO
NIT
OR
SG
EN
ER
AL Inspector's
Comment:
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 454 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001A
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K465 K465 TULAMEEN 2016/07/08
Permanent Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
PEng's
Comment:
GE
NE
RA
L
Professional Inspection Required? Report Status:No
Replacement Date for full log haul traffic (year): Replacement Date for light vehicle traffic (year): 2050 2059
Current Inspection Load Rating: Design Load GVW (tonnes): 91 Design Vehicle Config.: L100
Reviewed By Drew Alway on 1/13/2017 9:27:13AM
91
GE
NE
RA
L
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 455 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001C
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K1093 K1093 TULAMEEN 2016/07/08
Major Culvert Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
Inlet Cover (mm):
Culvert Length (metres):
UTM Northing:
Opening Width (mm):
Culvert Material:
Outlet Cover (mm):
Gradient (%):
UTM Easting:
Opening Height (mm):
UTM Zone:
Footing Type:
Culvert Type:
Inspector Name:
KM:
Project File ID #:
User km:
Br.
Crossing Name:
Forest District:
Next Inspection Date:Ugly Cr 53.93 53.00 2019/07/08
8528 01 Cascades Natural Resource District
Round Corrugated Steel
900 900
0.0
23.0 2,400 2,400
10 647785 5469617
Ron Peace 2001
Access:
Year Superstructure Installed:
APPROACHES
GoodAlignment
0Bridge Ahead Signs Missing
NoBrushing Required
0Delineator Missing Left(approaching structure)
0Delineator Missing Right(approaching structure)
NoneFender Condition
nonePosted Load Rating
GoodRoad Surface
CULVERT ELEMENT
Not ApplicableBaffles
Not ApplicableBolted Connections
GoodCoupled Connections
FairCoating Some rust
GoodEmbedment Materials
GoodFill
GoodFloor
Not ApplicableFooting
GoodHead Wall
GoodInlet
GoodOutlet
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 456 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001C
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K1093 K1093 TULAMEEN 2016/07/08
Major Culvert Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
GoodOverall
GoodRiprap
GoodRoof
GoodSide Walls
Not ApplicableTrash Rack
Not ApplicableWiers/Backwater Structures
GoodWing Wall
CH
AN
NE
LH
AZ
AR
DS
Estimated Present Water Level Depth: Estimated Present Water Level Width:
Estimated High Water Level Clearance:
High Water: Debris:Scour: Aggradation:Ice:
Comment:
No No No No No
1.2
0.1 1.2
# Status Priority Estimate Description
RE
PA
IRS
# Description
MO
NIT
OR
SG
EN
ER
AL Inspector's
Comment:
PEng's
Comment:
GE
NE
RA
L
Professional Inspection Required? Report Status:No
Replacement Date for full log haul traffic (year): Replacement Date for light vehicle traffic (year): 2045 2050
Current Inspection Load Rating: Design Load GVW (tonnes): 68 Design Vehicle Config.: L75
Reviewed By Drew Alway on 12/6/2016 1:43:31PM
68
GE
NE
RA
L
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 457 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001A
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K466 K466 TULAMEEN-CHAMPION 2015/06/14
Permanent Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
Inspector Name:
UTM Zone:
Total Length (metres):
Abutments (Left/Right): (looking downstream)Superstructure
Project File ID #:
KM:
Br.
User km:
Forest District:
Crossing Name: Next Inspection Date:
Concrete Cast in Place
UTM Easting:
# Spans:
Year Superstructure Installed:
Running Surface:Deck Type:
UTM Northing:
Span Length(s) (metres):
Tulameen R 0.12 0.20 2018/06/14
8528 02 Cascades Natural Resource District
Steel I-beam
Timber - Untreated Timber Planks
28.0
10 648217 5483145
Ron Peace 1986
1
Access:
0
ABUTMENTS
FairBearings Light rubber pads only 3/8" thick
GoodBracing Dewydag tie backs appear tight and working
FairBallast Wall The wooden planks have high rot and some at the #1 are broken
GoodConcrete Cast in Place
Not ApplicableCorrosion Protection
GoodCaps or Sills
GoodFill
GoodHardware
Not ApplicablePiles or Posts
FairRiprap
FairWing Wall Cracks in the concrete
APPROACHES
GoodAlignment
0Bridge Ahead Signs Missing
NoBrushing Required
0Delineator Missing Left(approaching structure)
0Delineator Missing Right(approaching structure)
NoneFender Condition
GoodRoad Surface
DECK
Span 1
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 458 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001A
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K466 K466 TULAMEEN-CHAMPION 2015/06/14
Permanent Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
FairCurb Rail/Blocks/Posts
GoodDeck to Girder Bolts
GoodHardware
Not ApplicableHand Rails/Walkouts
FairNails
FairOverall Deck Condition Will require repair soon
FairRunning Planks Some of the planks are failing on there ends, see photo
UnratedSub Deck No sub deck
FairTies
SUPERSTRUCTURE
Span 1
GoodBracing
GoodDiaphrams
GoodGirders Ground inspection only
GoodHardware
Not ApplicableUnder Trussing
CH
AN
NE
LH
AZ
AR
DS
Estimated Present Water Level Depth: Estimated Present Water Level Width:
Estimated High Water Level Clearance:
High Water: Debris:Scour: Aggradation:Ice:
Comment:
No No No No No
2.6
1.2 4.5
# Status Priority Estimate Description
1 $9,000.00 For a full deck replacement will require 5820 bf of 4" timber. The deck is
97' long and 15' wide.
Various planks may be replced until full redeck
MediumRequired
RE
PA
IRS
# Description
1 Continue to monitor wings.
There appears to be some discrepancies regarding the measurement of the concrete wing wall posible movement. It
does not appear that there is significant movement. Across the road flat face to flat face of the wing wall is @#2 4.827
m and @#1 5.083 m. Also measured at the #2 was from the flat face to the girder web, downstream was 1.045 m. and
upstream .98 m.
2 Failing bulkhead planks
MO
NIT
OR
S
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 459 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001A
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K466 K466 TULAMEEN-CHAMPION 2015/06/14
Permanent Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
GE
NE
RA
L Inspector's
Comment:
There appears to be some discrepancies regarding the measurement of the concrete wing wall posible
movement. It does not appear that there is significant movement. Across the road flat face to flat face of the
wing wall is @#2 4.827 m and @#1 5.083 m. Also measured at the #2 was from the flat face to the girder web,
downstream was 1.045 m. and upstream .98 m.
The deck will require at a minimum some planks replaced soon and a full deck within a year or two
PEng's
Comment:
GE
NE
RA
L
Professional Inspection Required? Report Status:No
Replacement Date for full log haul traffic (year): Replacement Date for light vehicle traffic (year): 2036 2041
Current Inspection Load Rating: Design Load GVW (tonnes): 91 Design Vehicle Config.: L100
Reviewed By Drew Alway on 2/15/2016 3:57:45PM
91
GE
NE
RA
L
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 460 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001A
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K636 K636 OLIVINE 2015/06/14
Permanent Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
Inspector Name:
UTM Zone:
Total Length (metres):
Abutments (Left/Right): (looking downstream)Superstructure
Project File ID #:
KM:
Br.
User km:
Forest District:
Crossing Name: Next Inspection Date:
Steel Pipe and Precast Pad
UTM Easting:
# Spans:
Year Superstructure Installed:
Running Surface:Deck Type:
UTM Northing:
Span Length(s) (metres):
Tulameen R 3.25 25.00 2018/06/14
8528 03 Cascades Natural Resource District
Steel I-beam
Concrete Concrete
39.6
10 649979 5486107
Ron Peace 2003
1
Access:
0
ABUTMENTS
GoodBearings
GoodBracing
GoodBallast Wall
Not ApplicableCorrosion Protection
GoodCaps or Sills
GoodFill
GoodHardware
GoodPiles or Posts
GoodRiprap
Not ApplicableWing Wall
APPROACHES
FairAlignment Tight corner on both approachs, traffic is hitting on the #2 downstream curb
0Bridge Ahead Signs Missing
NoBrushing Required
0Delineator Missing Left(approaching structure)
0Delineator Missing Right(approaching structure)
NoneFender Condition
GoodRoad Surface
DECK
Span 1
PoorConcrete Deck damage to 1st panel D/S R/B deck panel to curb connection.
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 461 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001A
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K636 K636 OLIVINE 2015/06/14
Permanent Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
PoorCurb Rail/Blocks/Posts Requires curb repairsw at the #2 downstream. Requires 6 riser blocks (existing are
rotten) 3-27" 3-36" and 0ne 2.o m. and one 4.0 m. 10x10" curb timbers. As well as 3
bolts for riser to pa nel connection
GoodDeck Joints
GoodGrout Pockets
FairHardware
FairHand Rails/Walkouts
GoodOverall Deck Condition
GoodRunning Surface
SUPERSTRUCTURE
Span 1
GoodBracing
GoodDiaphrams
GoodGirders
GoodHardware
Not ApplicableUnder Trussing
CH
AN
NE
LH
AZ
AR
DS
Estimated Present Water Level Depth: Estimated Present Water Level Width:
Estimated High Water Level Clearance:
High Water: Debris:Scour: Aggradation:Ice:
Comment:
No No No No No
3.8
0.5 2.0
# Status Priority Estimate Description
1 $1,500.00 Requires curb repairsw at the #2 downstream. Requires 6 riser blocks
(existing are rotten) 3-27" 3-36" and 0ne 2.o m. and one 4.0 m. 10x10"
curb timbers. As well as 3 bolts for riser to pa nel connection
HighComplete
4 $500.00 Concrete repair required as per Drew Alway prescription. 1St panel, D/S
R/B approach.
HighComplete
RE
PA
IRS
# Description
MO
NIT
OR
S
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 462 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001A
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K636 K636 OLIVINE 2015/06/14
Permanent Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
GE
NE
RA
L Inspector's
Comment:
Requires curb repairsw at the #2 downstream
DA. See repair prescription for deck panel and approach barriers required by Drew Alway PEng.
PEng's
Comment:
GE
NE
RA
L
Professional Inspection Required? Report Status:No
Replacement Date for full log haul traffic (year): Replacement Date for light vehicle traffic (year): 2053 2058
Current Inspection Load Rating: Design Load GVW (tonnes): 0 Design Vehicle Config.:
Accepted By Drew Alway on 7/17/2015 1:15:57PM
68
GE
NE
RA
L
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 463 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001A
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K635 K635 OLIVINE 2015/06/14
Permanent Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
Inspector Name:
UTM Zone:
Total Length (metres):
Abutments (Left/Right): (looking downstream)Superstructure
Project File ID #:
KM:
Br.
User km:
Forest District:
Crossing Name: Next Inspection Date:
Steel Pipe and Precast Pad
UTM Easting:
# Spans:
Year Superstructure Installed:
Running Surface:Deck Type:
UTM Northing:
Span Length(s) (metres):
Champion Cr 3.42 25.10 2018/06/14
8528 03 Cascades Natural Resource District
Steel I-beam
Concrete Concrete
36.6
10 650035 5486127
Ron Peace 2003
1
Access:
0
ABUTMENTS
GoodBearings
Not ApplicableBracing
GoodBallast Wall
Not ApplicableCorrosion Protection
GoodCaps or Sills
GoodFill
GoodHardware
Not ApplicablePiles or Posts
GoodRiprap
Not ApplicableWing Wall
APPROACHES
FairAlignment Clear slump filling ditch and onto #2 approach, see photo
0Bridge Ahead Signs Missing
NoBrushing Required
0Delineator Missing Left(approaching structure)
0Delineator Missing Right(approaching structure)
NoneFender Condition
FairRoad Surface Clear slump filling ditch and onto #2 approach, see photo
DECK
Span 1
GoodConcrete Deck
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 464 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001A
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K635 K635 OLIVINE 2015/06/14
Permanent Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
FairCurb Rail/Blocks/Posts Some with elevated rot values
GoodDeck Joints
GoodGrout Pockets
GoodHardware
Not ApplicableHand Rails/Walkouts
GoodOverall Deck Condition
GoodRunning Surface
SUPERSTRUCTURE
Span 1
GoodBracing
GoodDiaphrams
GoodGirders
GoodHardware
Not ApplicableUnder Trussing
CH
AN
NE
LH
AZ
AR
DS
Estimated Present Water Level Depth: Estimated Present Water Level Width:
Estimated High Water Level Clearance:
High Water: Debris:Scour: Aggradation:Ice:
Comment:
No No No No No
8.0
0.4 5.0
# Status Priority Estimate Description
1 $200.00 Clear slump filling ditch and onto #2 approach, see photo. Grader can
complete.
MediumComplete
2 $400.00 Add two loads of fill to Left Bank Approach, to decrease deck damage to
first panel. DA.
MediumComplete
RE
PA
IRS
# Description
1 Curb rot
MO
NIT
OR
SG
EN
ER
AL Inspector's
Comment:
Clear slump filling ditch and onto #2 approach, see photo.
DA. A number of specific repairs and monitor items have been added based on professional inspection
completed by myself on June 19, 2014.
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 465 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001A
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K635 K635 OLIVINE 2015/06/14
Permanent Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
PEng's
Comment:
GE
NE
RA
L
Professional Inspection Required? Report Status:No
Replacement Date for full log haul traffic (year): Replacement Date for light vehicle traffic (year): 2053 2058
Current Inspection Load Rating: Design Load GVW (tonnes): 0 Design Vehicle Config.:
Accepted By Drew Alway on 7/16/2015 3:32:22PM
68
GE
NE
RA
L
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 466 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001C
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K033 K033 TULAMEEN-RAILROAD CR 2016/07/08
Major Culvert Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
Inlet Cover (mm):
Culvert Length (metres):
UTM Northing:
Opening Width (mm):
Culvert Material:
Outlet Cover (mm):
Gradient (%):
UTM Easting:
Opening Height (mm):
UTM Zone:
Footing Type:
Culvert Type:
Inspector Name:
KM:
Project File ID #:
User km:
Br.
Crossing Name:
Forest District:
Next Inspection Date:Railroad Cr 3.83 3.00 2019/07/08
8528 04 Cascades Natural Resource District
Round Corrugated Steel
2,700 3,100
3.5
14.3 2,000 2,000
10 642727 5480607
Ron Peace 1995
Access:
Year Superstructure Installed:
APPROACHES
GoodAlignment
0Bridge Ahead Signs Missing
NoBrushing Required
0Delineator Missing Left(approaching structure)
0Delineator Missing Right(approaching structure)
NoneFender Condition
nonePosted Load Rating
GoodRoad Surface Narrow
CULVERT ELEMENT
Not ApplicableBaffles
Not ApplicableBolted Connections
GoodCoupled Connections
GoodCoating
Not ApplicableEmbedment Materials
GoodFill
GoodFloor
Not ApplicableFooting
GoodHead Wall
GoodInlet Woody debris collecting upstream of structure
GoodOutlet 200 mm. drop into large erosion pool
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 467 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001C
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K033 K033 TULAMEEN-RAILROAD CR 2016/07/08
Major Culvert Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
GoodOverall
GoodRiprap
GoodRoof
GoodSide Walls
Not ApplicableTrash Rack
Not ApplicableWiers/Backwater Structures
GoodWing Wall
CH
AN
NE
LH
AZ
AR
DS
Estimated Present Water Level Depth: Estimated Present Water Level Width:
Estimated High Water Level Clearance:
High Water: Debris:Scour: Aggradation:Ice:
Comment:
No No No Yes No
1.1
0.2 1.2
Woody debris collecting upstream of structure
# Status Priority Estimate Description
1 $250.00 Clear debris, Woody debris collecting upstream of structureHighRequired
RE
PA
IRS
# Description
MO
NIT
OR
SG
EN
ER
AL Inspector's
Comment:
PEng's
Comment:
GE
NE
RA
L
Professional Inspection Required? Report Status:No
Replacement Date for full log haul traffic (year): Replacement Date for light vehicle traffic (year): 2025 2030
Current Inspection Load Rating: Design Load GVW (tonnes): 64 Design Vehicle Config.: BCL625
Reviewed By Drew Alway on 12/6/2016 12:58:29PM
64
GE
NE
RA
L
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 468 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001A
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K719 K719 DILLARD CREEK 2016/07/10
Permanent Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
Inspector Name:
UTM Zone:
Total Length (metres):
Abutments (Left/Right): (looking downstream)Superstructure
Project File ID #:
KM:
Br.
User km:
Forest District:
Crossing Name: Next Inspection Date:
Concrete Lock Blocks
UTM Easting:
# Spans:
Year Superstructure Installed:
Running Surface:Deck Type:
UTM Northing:
Span Length(s) (metres):
Shrimpton Cr 10.88 11.00 2019/07/10
8529 01 Cascades Natural Resource District
Concrete I/T Beam
Concrete Concrete
7.4
10 677702 5520210
Ron Peace 1988
1
Bridge is located at 11.0 km. by marker.Access:
6.6
ABUTMENTS
PoorBearings No bearing pads just concrete to steel sill
Not ApplicableBracing
GoodBallast Wall
GoodConcrete Lock Blocks
Not ApplicableCorrosion Protection
GoodCaps or Sills
GoodFill
GoodHardware
Not ApplicablePiles or Posts
FairRiprap Not much protection along the face of the abutments
Not ApplicableWing Wall
APPROACHES
FairAlignment Sharp u turn
0Bridge Ahead Signs Missing
YesBrushing Required Clear out the channel downstream
2Delineator Missing Left
Steel risers requires drilled or welded delineators(approaching structure)
1Delineator Missing Right
One misssing(approaching structure)
NoneFender Condition
nonePosted Load Rating
FairRoad Surface Surface water off the #1 approach is running onto the #1 downstream corner and
eroding fill.
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 469 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001A
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K719 K719 DILLARD CREEK 2016/07/10
Permanent Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
DECK
Span 1
Not ApplicableConcrete Deck Covered in gravel
PoorCurb Rail/Blocks/Posts The downstream curb has had impact damage, two of the welds have broken away.
Not ApplicableDeck Joints
Not ApplicableGrout Pockets
FairHardware
Not ApplicableHand Rails/Walkouts
FairOverall Deck Condition
FairRunning Surface Uneven potholed
SUPERSTRUCTURE
Span 1
Not ApplicableBracing
Not ApplicableHardware
UnratedWelded/grouted shear connectors Covered in gravel
CH
AN
NE
LH
AZ
AR
DS
Estimated Present Water Level Depth: Estimated Present Water Level Width:
Estimated High Water Level Clearance:
High Water: Debris:Scour: Aggradation:Ice:
Comment:
No No No No No
2.1
0.3 3.2
# Status Priority Estimate Description
1 $800.00 The downstream curb has had impact damage, two of the welds have
broken away.
Weld repairs to be completed.
HighRequired
2 $200.00 Brush out bridgeLowRequired
3 $300.00 Waterbar or contour road to remove surface water from the road and
erodeding the downstream #1 corner
MediumRequired
RE
PA
IRS
# Description
MO
NIT
OR
S
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 470 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001A
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K719 K719 DILLARD CREEK 2016/07/10
Permanent Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
GE
NE
RA
L Inspector's
Comment:
The downstream curb has had impact damage, two of the welds have broken away.
Curb damage will require a welder.PEng's
Comment:
GE
NE
RA
L
Professional Inspection Required? Report Status:No
Replacement Date for full log haul traffic (year): Replacement Date for light vehicle traffic (year): 2038 2043
Current Inspection Load Rating: Design Load GVW (tonnes): 68 Design Vehicle Config.: L75
Reviewed By Drew Alway on 1/25/2017 2:43:05PM
68
GE
NE
RA
L
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 471 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001A
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K1301 K1301 GALENA 2014/08/23
Permanent Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
Inspector Name:
UTM Zone:
Total Length (metres):
Abutments (Left/Right): (looking downstream)Superstructure
Project File ID #:
KM:
Br.
User km:
Forest District:
Crossing Name: Next Inspection Date:
Steel Pipe and Precast Pad
UTM Easting:
# Spans:
Year Superstructure Installed:
Running Surface:Deck Type:
UTM Northing:
Span Length(s) (metres):
Siwash #1 12.35 11.90 2017/08/23
8529 04 Cascades Natural Resource District
Steel I-beam
Timber - Treated Timber Planks
18.0
10 687150 5521525
Donovan J. A. Melin 2004
1
0 km. is at the Loon Lake interchange from the Coquihalla Hwy. Okanagan Connector.Access:
0
ABUTMENTS
GoodBearings
GoodBracing
GoodBallast Wall
GoodCorrosion Protection
GoodCaps or Sills
GoodFill LT: Grown in vegetation on abutment slopes.
GoodHardware
GoodPiles or Posts
GoodRiprap LT: Good and angular, well graded.
Not ApplicableWing Wall
APPROACHES
GoodAlignment
0Bridge Ahead Signs Missing
NoBrushing Required
0Delineator Missing Left(approaching structure)
0Delineator Missing Right(approaching structure)
GoodFender Condition concrete barriers w/o no posts
GoodRoad Surface
DECK
Span 1
FairCurb Rail/Blocks/Posts showing age
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 472 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001A
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K1301 K1301 GALENA 2014/08/23
Permanent Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
GoodDeck to Girder Bolts
GoodHardware
Not ApplicableHand Rails/Walkouts
FairNails showing age
FairOverall Deck Condition showing age LT: some gravel accumulated on deck.
FairRunning Planks showing age
FairSub Deck showing age
FairTies showing age
SUPERSTRUCTURE
Span 1
GoodBracing
GoodDiaphrams
GoodGirders
GoodHardware
Not ApplicableUnder Trussing
CH
AN
NE
LH
AZ
AR
DS
Estimated Present Water Level Depth: Estimated Present Water Level Width:
Estimated High Water Level Clearance:
High Water: Debris:Scour: Aggradation:Ice:
Comment:
No No No No No
2.0
0.5 5.0
# Status Priority Estimate Description
1 $800.00 LT: Brush vegetation on abutment slopes next to bridge.LowRequired
2 $200.00 LT: Clean gravel off deck.LowRequiredRE
PA
IRS
# Description
1 LT: condition of timber components for rot.
MO
NIT
OR
SG
EN
ER
AL Inspector's
Comment:
Structure is in good condition.
LT (2014/12/12) Monitor all timber components for rot. May soon affect load rating. Repairs added: Brush
abutment vegetation next to bridge, clean deck gravel.
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 473 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001A
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K1301 K1301 GALENA 2014/08/23
Permanent Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
PEng's
Comment:
GE
NE
RA
L
Professional Inspection Required? Report Status:No
Replacement Date for full log haul traffic (year): Replacement Date for light vehicle traffic (year): 2040 2045
Current Inspection Load Rating: Design Load GVW (tonnes): 68 Design Vehicle Config.: L75
Accepted By Lester Thiessen on 12/17/2014 10:16:00PM
68
GE
NE
RA
L
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 474 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001A
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K1302 K1302 GALENA 2014/08/23
Permanent Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
Inspector Name:
UTM Zone:
Total Length (metres):
Abutments (Left/Right): (looking downstream)Superstructure
Project File ID #:
KM:
Br.
User km:
Forest District:
Crossing Name: Next Inspection Date:
Steel Pipe and Precast Pad
UTM Easting:
# Spans:
Year Superstructure Installed:
Running Surface:Deck Type:
UTM Northing:
Span Length(s) (metres):
Siwash #2 13.06 12.30 2017/08/23
8529 04 Cascades Natural Resource District
Steel I-beam
Timber - Untreated Timber Planks
18.0
10 687607 5521046
Donovan J. A. Melin 2004
1
The bridge is located at 15.2 km. by the markers. 0 km. is at the Loon Lake exit from the Coquihalla hwy. - Okanagan
connector.
Access:
0
ABUTMENTS
FairBearings LT: Rock resting on bearing plates.
FairBracing
GoodBallast Wall
GoodCorrosion Protection
GoodCaps or Sills
GoodFill
GoodHardware
GoodPiles or Posts
GoodRiprap
Not ApplicableWing Wall
APPROACHES
GoodAlignment
0Bridge Ahead Signs Missing
NoBrushing Required
0Delineator Missing Left(approaching structure)
0Delineator Missing Right(approaching structure)
GoodFender Condition concrete barriers w/o noposts
GoodRoad Surface
DECK
Span 1
FairCurb Rail/Blocks/Posts showing age
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 475 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001A
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K1302 K1302 GALENA 2014/08/23
Permanent Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
GoodDeck to Girder Bolts
GoodHardware
Not ApplicableHand Rails/Walkouts
GoodNails
FairOverall Deck Condition showing age LT: Some gravel accumulated on deck.
FairRunning Planks showing age
FairSub Deck showing age
FairTies showing age
SUPERSTRUCTURE
Span 1
GoodBracing
GoodDiaphrams
FairGirders LT: Rocks on girder flanges.
GoodHardware
Not ApplicableUnder Trussing
CH
AN
NE
LH
AZ
AR
DS
Estimated Present Water Level Depth: Estimated Present Water Level Width:
Estimated High Water Level Clearance:
High Water: Debris:Scour: Aggradation:Ice:
Comment:
No No No No No
2.5
0.2 6.0
# Status Priority Estimate Description
1 $200.00 LT: Clean gravel from deck.LowRequired
2 $200.00 LT: Remove rocks from girder flanges and bearing area.LowRequiredRE
PA
IRS
# Description
1 LT: Monitor condition of timber components for rot. Will soon effect haul capacity.
MO
NIT
OR
SG
EN
ER
AL Inspector's
Comment:
Update gps coordinates to 49 48 42.3 x 120 23 32. Structure is in good condition.
LT (2014/12/12) Given the age, all timber components should be assessed for rot condition as it may soon
effect capacity to haul. Repairs added: Clean gravel off deck, remove rocks from girder flanges and abutment
bracing.
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 476 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001A
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K1302 K1302 GALENA 2014/08/23
Permanent Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
PEng's
Comment:
GE
NE
RA
L
Professional Inspection Required? Report Status:No
Replacement Date for full log haul traffic (year): Replacement Date for light vehicle traffic (year): 2040 2045
Current Inspection Load Rating: Design Load GVW (tonnes): 68 Design Vehicle Config.: L75
Accepted By Lester Thiessen on 12/18/2014 8:02:26AM
68
GE
NE
RA
L
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 477 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001A
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K1303 K1303 GALENA 2014/08/23
Permanent Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
Inspector Name:
UTM Zone:
Total Length (metres):
Abutments (Left/Right): (looking downstream)Superstructure
Project File ID #:
KM:
Br.
User km:
Forest District:
Crossing Name: Next Inspection Date:
Steel Pipe and Precast Pad
UTM Easting:
# Spans:
Year Superstructure Installed:
Running Surface:Deck Type:
UTM Northing:
Span Length(s) (metres):
Siwash #3 15.90 15.20 2017/08/23
8529 04 Cascades Natural Resource District
Steel I-beam
Concrete Concrete
17.0
10 689844 5520012
Donovan J. A. Melin 2003
1
The bridge is located at km. 18.0 by the markers. 0 km. is at the Loon Lake exit on the Coquihalla - Okanagan connector.Access:
0
ABUTMENTS
GoodBearings
GoodBracing
GoodBallast Wall
GoodCorrosion Protection
GoodCaps or Sills
GoodFill
GoodHardware
GoodPiles or Posts
GoodRiprap
Not ApplicableWing Wall
APPROACHES
GoodAlignment
0Bridge Ahead Signs Missing
NoBrushing Required
0Delineator Missing Left(approaching structure)
0Delineator Missing Right(approaching structure)
NoneFender Condition
GoodRoad Surface
DECK
Span 1
GoodConcrete Deck
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 478 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001A
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K1303 K1303 GALENA 2014/08/23
Permanent Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
GoodCurb Rail/Blocks/Posts
GoodDeck Joints
Not ApplicableGrout Pockets
GoodHardware
Not ApplicableHand Rails/Walkouts
GoodOverall Deck Condition
FairRunning Surface LT: Sand and gravel accumulated on each side of deck, promotes rot in curb
blocks.
SUPERSTRUCTURE
Span 1
GoodBracing
GoodDiaphrams
GoodGirders
GoodHardware
Not ApplicableUnder Trussing
CH
AN
NE
LH
AZ
AR
DS
Estimated Present Water Level Depth: Estimated Present Water Level Width:
Estimated High Water Level Clearance:
High Water: Debris:Scour: Aggradation:Ice:
Comment:
No No No No No
2.5
0.3 4.5
# Status Priority Estimate Description
1 $2,000.00 Consider installing 4 fenders - may have to widen road or pin logs to
ground.
LowRequired
2 $200.00 LT: Clean sand and gravel accumulated on deck.LowRequired
RE
PA
IRS
# Description
1 LT: assess condition of curb blocks. given age and gravel against curbs rot may soon be an issue.
MO
NIT
OR
SG
EN
ER
AL Inspector's
Comment:
Update gps coordinates to 49 48 05.5 x 120 21 37.9. K1303 steel id plate has been installed. Structure is in
good condition.
LT (2014/12/12) Repairs added: Clean gravel of deck. Monitor rot condition of curb blocks
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 479 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001A
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K1303 K1303 GALENA 2014/08/23
Permanent Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
PEng's
Comment:
GE
NE
RA
L
Professional Inspection Required? Report Status:No
Replacement Date for full log haul traffic (year): Replacement Date for light vehicle traffic (year): 2050 2050
Current Inspection Load Rating: Design Load GVW (tonnes): 68 Design Vehicle Config.: L75
Accepted By Lester Thiessen on 12/18/2014 8:12:36AM
68
GE
NE
RA
L
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 480 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001C
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K2042 K2042 GALENA 2016/07/10
Major Culvert Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
Inlet Cover (mm):
Culvert Length (metres):
UTM Northing:
Opening Width (mm):
Culvert Material:
Outlet Cover (mm):
Gradient (%):
UTM Easting:
Opening Height (mm):
UTM Zone:
Footing Type:
Culvert Type:
Inspector Name:
KM:
Project File ID #:
User km:
Br.
Crossing Name:
Forest District:
Next Inspection Date:Elusive Cr 17.93 17.80 2019/07/10
8529 04 Cascades Natural Resource District
Round Corrugated Steel
500 900
0.0
18.0 1,500 6,000
10 691559 5518884
Ron Peace 2000
Access:
Year Superstructure Installed:
APPROACHES
GoodAlignment
0Bridge Ahead Signs Missing
YesBrushing Required Brus hout inlet
0Delineator Missing Left(approaching structure)
0Delineator Missing Right(approaching structure)
FairFender Condition
nonePosted Load Rating
GoodRoad Surface
CULVERT ELEMENT
Not ApplicableBaffles
GoodBolted Connections
Not ApplicableCoupled Connections
GoodCoating
GoodEmbedment Materials
GoodFill
GoodFloor
GoodFooting
GoodHead Wall
GoodInlet Grown in
GoodOutlet
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 481 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001C
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K2042 K2042 GALENA 2016/07/10
Major Culvert Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
GoodOverall
GoodRiprap
GoodRoof
GoodSide Walls
Not ApplicableTrash Rack
Not ApplicableWiers/Backwater Structures
GoodWing Wall
CH
AN
NE
LH
AZ
AR
DS
Estimated Present Water Level Depth: Estimated Present Water Level Width:
Estimated High Water Level Clearance:
High Water: Debris:Scour: Aggradation:Ice:
Comment:
No No No No No
1.2
0.2 3.1
# Status Priority Estimate Description
1 $300.00 Brush out inlet.LowRequired
RE
PA
IRS
# Description
MO
NIT
OR
SG
EN
ER
AL Inspector's
Comment:
There is some geotextile exposed of footing "rock sausage" but the creek is relatively centered and
functioning well.
2014 repairs do not appear to have been done.
Footing repairs are still required for long term stability.PEng's
Comment:
GE
NE
RA
L
Professional Inspection Required? Report Status:No
Replacement Date for full log haul traffic (year): Replacement Date for light vehicle traffic (year): 2050 2050
Current Inspection Load Rating: Design Load GVW (tonnes): 68 Design Vehicle Config.: L75
Reviewed By Drew Alway on 7/14/2016 11:46:37AM
68
GE
NE
RA
L
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 482 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001C
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K718 K718 GALENA 2016/07/10
Major Culvert Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
Inlet Cover (mm):
Culvert Length (metres):
UTM Northing:
Opening Width (mm):
Culvert Material:
Outlet Cover (mm):
Gradient (%):
UTM Easting:
Opening Height (mm):
UTM Zone:
Footing Type:
Culvert Type:
Inspector Name:
KM:
Project File ID #:
User km:
Br.
Crossing Name:
Forest District:
Next Inspection Date:Galena Cr 19.11 30.40 2019/07/10
8529 04 Cascades Natural Resource District
Round Corrugated Steel
2,000 3,000
7.0
24.0 2,000 2,000
10 692179 5518165
Ron Peace 1986
Access:
Year Superstructure Installed:
APPROACHES
GoodAlignment
0Bridge Ahead Signs Missing
YesBrushing Required Clear inlet channel
0Delineator Missing Left(approaching structure)
0Delineator Missing Right(approaching structure)
NoneFender Condition
nonePosted Load Rating
GoodRoad Surface
CULVERT ELEMENT
Not ApplicableBaffles
Not ApplicableBolted Connections
GoodCoupled Connections No access into culvert due water velosity
GoodCoating
Not ApplicableEmbedment Materials
GoodFill
GoodFloor
Not ApplicableFooting
GoodHead Wall
FairInlet Grown in and consytricted from rip rap
GoodOutlet
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 483 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001C
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K718 K718 GALENA 2016/07/10
Major Culvert Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
FairOverall
FairRiprap Some has shifted into channel at inlet, restricting flow a little
FairRoof Deflected downward
FairSide Walls
Not ApplicableTrash Rack
Not ApplicableWiers/Backwater Structures
GoodWing Wall
CH
AN
NE
LH
AZ
AR
DS
Estimated Present Water Level Depth: Estimated Present Water Level Width:
Estimated High Water Level Clearance:
High Water: Debris:Scour: Aggradation:Ice:
Comment:
No No No Yes No
1.0
0.3 2.2
Trees across the channel upstream of the culvert
# Status Priority Estimate Description
1 $400.00 Clear brush and trees from inletMediumRequired
RE
PA
IRS
# Description
1 Continue to monitor culvert deformation
MO
NIT
OR
SG
EN
ER
AL Inspector's
Comment:
PEng's
Comment:
GE
NE
RA
L
Professional Inspection Required? Report Status:No
Replacement Date for full log haul traffic (year): Replacement Date for light vehicle traffic (year): 2036 2041
Current Inspection Load Rating: Design Load GVW (tonnes): 0 Design Vehicle Config.:
Reviewed By Drew Alway on 1/25/2017 2:38:28PM
64
GE
NE
RA
L
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 484 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001C
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K634 K634 DILLARD CREEK BR 35 2015/06/12
Major Culvert Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
Inlet Cover (mm):
Culvert Length (metres):
UTM Northing:
Opening Width (mm):
Culvert Material:
Outlet Cover (mm):
Gradient (%):
UTM Easting:
Opening Height (mm):
UTM Zone:
Footing Type:
Culvert Type:
Inspector Name:
KM:
Project File ID #:
User km:
Br.
Crossing Name:
Forest District:
Next Inspection Date:Galais Cr 4.72 4.00 2018/06/12
8529 35 Cascades Natural Resource District
Round Corrugated Steel
500 500
0.0
0.0 2,000 2,000
10 681082 5514796
Ron Peace 2002
Access:
Year Superstructure Installed:
APPROACHES
GoodAlignment
0Bridge Ahead Signs Missing
YesBrushing Required Brush inlet and roadside
0Delineator Missing Left(approaching structure)
0Delineator Missing Right(approaching structure)
NoneFender Condition
GoodRoad Surface
CULVERT ELEMENT
Not ApplicableBaffles
Not ApplicableBolted Connections
GoodCoupled Connections
Not ApplicableCoating
GoodEmbedment Materials
GoodFill
GoodFloor
Not ApplicableFooting
FairHead Wall
PoorInlet There is a tree growing across the inlet which is collecting debris. It has built up .8
m. above the invert at the inlet.
FairOutlet Drop from invert to erosion pool approx. .6 m
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 485 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001C
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K634 K634 DILLARD CREEK BR 35 2015/06/12
Major Culvert Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
FairOverall
FairRiprap
GoodRoof
GoodSide Walls
Not ApplicableTrash Rack
Not ApplicableWiers/Backwater Structures
FairWing Wall .
CH
AN
NE
LH
AZ
AR
DS
Estimated Present Water Level Depth: Estimated Present Water Level Width:
Estimated High Water Level Clearance:
High Water: Debris:Scour: Aggradation:Ice:
Comment:
No No No Yes No
1.2
0.1 2.0
inlet is overgrown and debris is collecting on brush.
# Status Priority Estimate Description
1 $300.00 There is a tree growing across the inlet which is collecting debris. It has
built up .8 m. above the invert at the inlet. Clear debris to alow bedload to
flush through
HighRequired
RE
PA
IRS
# Description
1 No significant change to outlet erosion.
MO
NIT
OR
SG
EN
ER
AL Inspector's
Comment:
There is a tree growing across the inlet which is collecting debris. It has built up .8 m. above the invert at the
inlet.
PEng's
Comment:
GE
NE
RA
L
Professional Inspection Required? Report Status:No
Replacement Date for full log haul traffic (year): Replacement Date for light vehicle traffic (year): 2045 2050
Current Inspection Load Rating: Design Load GVW (tonnes): 68 Design Vehicle Config.: L75
Reviewed By Drew Alway on 2/15/2016 11:49:13AM
68
GE
NE
RA
L
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 486 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001A
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:930-B006 K1575 ELKHART-GALENA 2014/08/22
Permanent Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
Inspector Name:
UTM Zone:
Total Length (metres):
Abutments (Left/Right): (looking downstream)Superstructure
Project File ID #:
KM:
Br.
User km:
Forest District:
Crossing Name: Next Inspection Date:
Steel Pipe and Precast Pad
UTM Easting:
# Spans:
Year Superstructure Installed:
Running Surface:Deck Type:
UTM Northing:
Span Length(s) (metres):
Galena Cr 2.90 2017/08/22
8529 60 Cascades Natural Resource District
Concrete Slab Girders
Concrete Concrete
11.6
10 696188 5520813
Donovan J. A. Melin
1
BCTS takeback structure. MRF 2011Access:
11
ABUTMENTS
PoorBearings LT: Bearing pads are not in contact with concrete slabs at both abutments.
Not ApplicableBracing
GoodBallast Wall
Not ApplicableCorrosion Protection
GoodCaps or Sills
GoodFill
Not ApplicableHardware
GoodPiles or Posts
FairRiprap LT: Good angular rock, but small and poorly graded. Monitor RB
Not ApplicableWing Wall
APPROACHES
GoodAlignment
0Bridge Ahead Signs Missing
NoBrushing Required
0Delineator Missing Left(approaching structure)
0Delineator Missing Right(approaching structure)
NoneFender Condition
GoodRoad Surface
DECK
Span 1
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 487 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001A
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:930-B006 K1575 ELKHART-GALENA 2014/08/22
Permanent Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
FairConcrete Deck LT: Excessive sand and gravel accumulation on deck obscuring welded tab
inspection.
GoodCurb Rail/Blocks/Posts
GoodDeck Joints LT: welded tabs
Not ApplicableGrout Pockets
Not ApplicableGrout Pockets
GoodHardware
Not ApplicableHand Rails/Walkouts
GoodOverall Deck Condition
GoodRunning Surface
SUPERSTRUCTURE
Span 1
Not ApplicableBracing
Not ApplicableHardware
GoodWelded/grouted shear connectors
CH
AN
NE
LH
AZ
AR
DS
Estimated Present Water Level Depth: Estimated Present Water Level Width:
Estimated High Water Level Clearance:
High Water: Debris:Scour: Aggradation:Ice:
Comment:
No No No No No
1.9
0.1 3.0
# Status Priority Estimate Description
1 $10,000.00 Consider reinstalling structure so that slabs will bear on bearing pads to
prevent severe concrete damage.
Repair was completed by Aspen planners. Note this was under the
supervision of Drew Alway. Bearing restored through multiple bearing
plates where required. Deck is un-even but fair. Repair should be fine for
5 years.
HighComplete
2 $200.00 LT: Clean gravel from deck.LowComplete
RE
PA
IRS
# Description
2 LT: Monitor RB rip rap. Appears small in photos.
MO
NIT
OR
S
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 488 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001A
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:930-B006 K1575 ELKHART-GALENA 2014/08/22
Permanent Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
GE
NE
RA
L Inspector's
Comment:
Left bearing pad is not in contact with slabs for the last metre from the upstream side. Right bearing pad is in
NO contact with slab (except for where the gap has been filled with dirt). The entire bearing pad is loose. No
repairs have been completed since previous inspections. Structure is in poor condition due to lack of bearing
and should be reinstalled prior to active use.
LT (2014/12/11): P.Eng inspection required to assess bearing condition and determine cause of uneven
bearing. Could be due to inconsistent cap grade compared to superstructure grade. Recommend to download
rate to 5 tonnes until structure is reviewed by P.Eng.
PEng's
Comment:
GE
NE
RA
L
Professional Inspection Required? Report Status:Yes
Replacement Date for full log haul traffic (year): Replacement Date for light vehicle traffic (year): 2021 2030
Current Inspection Load Rating: Design Load GVW (tonnes): 68 Design Vehicle Config.: L75
Accepted By Lester Thiessen on 12/17/2014 10:04:25PM
5
GE
NE
RA
L
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 489 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001B
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:930-B007 K1577 BRANCH 62 2015/06/12
Log Stringer Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
Inspector Name:
UTM Zone:
Total Length (metres):
Abutments (Left/Right): (looking downstream)Superstructure
Project File ID #:
KM:
Br.
User km:
Forest District:
Crossing Name: Next Inspection Date:
Crib, Log or Untreated Timber
UTM Easting:
# Spans:
Year Superstructure Installed:
Running Surface:Deck Type:
UTM Northing:
Span Length(s) (metres):
Galena Cr 2.30 2.30 2017/06/12
8529 62 Cascades Natural Resource District
Concrete Slab Girders
Concrete Concrete
7.6
10 697575 5521807
Ron Peace
1
BCTS takeback structureAccess:
7
ABUTMENTS
FairBearings
Not ApplicableBracing
Not ApplicableCorrosion Protection
FairCaps or Sills Some top rot
FairFill
Not ApplicableHardware
FairLog/Timber Cribs Single log sill, some top rot
Not ApplicablePiles or Posts
PoorRiprap Large round and poorly placed, pinched creek and no toe protection. One rock is
resting on a stump and the bottom of the concrete deck.
Not ApplicableTie-backs
Not ApplicableWing Wall
APPROACHES
FairAlignment Bridge and #1 approach not well aligned
0Bridge Ahead Signs Missing
NoBrushing Required
0Delineator Missing Left(approaching structure)
0Delineator Missing Right(approaching structure)
NoneFender Condition
FairRoad Surface Some erosion at bridge corners, minimal
DECK
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 490 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001B
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:930-B007 K1577 BRANCH 62 2015/06/12
Log Stringer Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
Span 1
GoodConcrete Deck
GoodCurb Rail/Blocks/Posts
GoodDeck Joints
Not ApplicableGrout Pockets
GoodHardware
Not ApplicableHand Rails/Walkouts
GoodOverall Deck Condition
GoodRunning Surface
SUPERSTRUCTURE
Span 1
Not ApplicableBracing
Not ApplicableHardware
Not ApplicableWelded/grouted shear connectors
CH
AN
NE
LH
AZ
AR
DS
Estimated Present Water Level Depth: Estimated Present Water Level Width:
Estimated High Water Level Clearance:
High Water: Debris:Scour: Aggradation:Ice:
Comment:
No No No Yes No
0.8
0.1 2.0
Sawn logs under bridge
# Status Priority Estimate Description
RE
PA
IRS
# Description
1 rock pinched between stump and underside of concrete deck
2 Debris under bridge
3 Monitor sill logs for future rot as per planned inspection comment.
MO
NIT
OR
SG
EN
ER
AL Inspector's
Comment:
Approach and bridge grade are not well aligned. There are no fender/noposts. This structure is resting on
single log sills and may have settled slightly.
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 491 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001B
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:930-B007 K1577 BRANCH 62 2015/06/12
Log Stringer Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
PEng's
Comment:
GE
NE
RA
L
Professional Inspection Required? Report Status:No
Replacement Date for full log haul traffic (year): Replacement Date for light vehicle traffic (year): 2022 2027
Current Inspection Load Rating: Design Load GVW (tonnes): 91 Design Vehicle Config.: L100
Accepted By Drew Alway on 7/13/2015 1:07:24PM
63
GE
NE
RA
L
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 492 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001A
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K1031 K1031 MELLIN LAKE 2015/06/13
Permanent Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
Inspector Name:
UTM Zone:
Total Length (metres):
Abutments (Left/Right): (looking downstream)Superstructure
Project File ID #:
KM:
Br.
User km:
Forest District:
Crossing Name: Next Inspection Date:
Steel Pipe and Precast Pad
UTM Easting:
# Spans:
Year Superstructure Installed:
Running Surface:Deck Type:
UTM Northing:
Span Length(s) (metres):
Spahomin Cr 11.04 9.80 2018/06/13
8551 01 Cascades Natural Resource District
Steel I-beam
Concrete Concrete
14.4
10 706812 5548281
Ron Peace 1998
1
Access:
0
ABUTMENTS
GoodBearings
GoodBracing
GoodBallast Wall
Not ApplicableCorrosion Protection
GoodCaps or Sills
GoodFill
GoodHardware
GoodPiles or Posts
GoodRiprap
Not ApplicableWing Wall
APPROACHES
GoodAlignment
0Bridge Ahead Signs Missing
NoBrushing Required
0Delineator Missing Left(approaching structure)
0Delineator Missing Right(approaching structure)
NoneFender Condition
FairRoad Surface
DECK
Span 1
GoodConcrete Deck
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 493 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001A
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K1031 K1031 MELLIN LAKE 2015/06/13
Permanent Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
FairCurb Rail/Blocks/Posts One section of timber has high rot values and may require replacement prior to next
inspection
GoodDeck Joints
GoodGrout Pockets
GoodHardware
Not ApplicableHand Rails/Walkouts
GoodOverall Deck Condition
GoodRunning Surface
SUPERSTRUCTURE
Span 1
GoodBracing
GoodDiaphrams
GoodGirders
Not ApplicableHardware
Not ApplicableUnder Trussing
CH
AN
NE
LH
AZ
AR
DS
Estimated Present Water Level Depth: Estimated Present Water Level Width:
Estimated High Water Level Clearance:
High Water: Debris:Scour: Aggradation:Ice:
Comment:
No No No No No
1.3
0.3 6.9
# Status Priority Estimate Description
1 $1,000.00 One section of timber has high rot values and may require replacement
prior to next inspection. Requires a 13' 2" 10x10. Some of the risers have
elevated rot values as well
MediumRequired
RE
PA
IRS
# Description
MO
NIT
OR
SG
EN
ER
AL Inspector's
Comment:
One section of timber rail has high rot values and may require replacement prior to next inspection
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 494 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001A
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K1031 K1031 MELLIN LAKE 2015/06/13
Permanent Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
PEng's
Comment:
GE
NE
RA
L
Professional Inspection Required? Report Status:No
Replacement Date for full log haul traffic (year): Replacement Date for light vehicle traffic (year): 2045 2050
Current Inspection Load Rating: Design Load GVW (tonnes): 68 Design Vehicle Config.: L75
Reviewed By Drew Alway on 2/11/2016 11:16:36AM
68
GE
NE
RA
L
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 495 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001A
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K1033 K1033 RED CREEK 2014/06/26
Permanent Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
Inspector Name:
UTM Zone:
Total Length (metres):
Abutments (Left/Right): (looking downstream)Superstructure
Project File ID #:
KM:
Br.
User km:
Forest District:
Crossing Name: Next Inspection Date:
Steel Pipe and Precast Pad
UTM Easting:
# Spans:
Year Superstructure Installed:
Running Surface:Deck Type:
UTM Northing:
Span Length(s) (metres):
Hayes Cr 0.27 0.20 2017/06/26
8614 01 Cascades Natural Resource District
Steel I-beam
Concrete Concrete
20.0
10 687293 5494066
Ben Pellett 1998
1
Access:
0
ABUTMENTS
GoodBearings
GoodBracing
GoodBallast Wall
UnratedCorrosion Protection n/a
UnratedCaps or Sills n/a
GoodFill
Not ApplicableHardware
GoodPiles or Posts
GoodRiprap
Not ApplicableWing Wall
APPROACHES
FairAlignment
0Bridge Ahead Signs Missing
NoBrushing Required
0Delineator Missing Left(approaching structure)
1Delineator Missing Right
replaced(approaching structure)
NoneFender Condition
NonePosted Load Rating
FairRoad Surface
DECK
Span 1
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 496 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001A
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K1033 K1033 RED CREEK 2014/06/26
Permanent Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
GoodConcrete Deck
GoodCurb Rail/Blocks/Posts
GoodDeck Joints
GoodGrout Pockets
GoodHardware
Not ApplicableHand Rails/Walkouts
GoodOverall Deck Condition
FairRunning Surface LT: gravel accumulated on deck surface.
SUPERSTRUCTURE
Span 1
GoodBracing
GoodDiaphrams
FairGirders slight warp in tension flanges
Not ApplicableHardware
Not ApplicableUnder Trussing
CH
AN
NE
LH
AZ
AR
DS
Estimated Present Water Level Depth: Estimated Present Water Level Width:
Estimated High Water Level Clearance:
High Water: Debris:Scour: Aggradation:Ice:
Comment:
No No No No No
2.0
0.5 19.0
LT: Tall snag in creek along LB.
# Status Priority Estimate Description
1 $500.00 LT: remove accumulated gravel from deck surface.LowComplete
RE
PA
IRS
# Description
MO
NIT
OR
SG
EN
ER
AL Inspector's
Comment:
No site ID
LT (204/12/17): Reviewed.
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 497 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001A
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K1033 K1033 RED CREEK 2014/06/26
Permanent Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
PEng's
Comment:
GE
NE
RA
L
Professional Inspection Required? Report Status:No
Replacement Date for full log haul traffic (year): Replacement Date for light vehicle traffic (year): 2043 2048
Current Inspection Load Rating: Design Load GVW (tonnes): 68 Design Vehicle Config.: L75
Accepted By Lester Thiessen on 12/20/2014 12:06:45AM
68
GE
NE
RA
L
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 498 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001A
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K1567 K1567 RED CREEK 2014/06/26
Permanent Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
Inspector Name:
UTM Zone:
Total Length (metres):
Abutments (Left/Right): (looking downstream)Superstructure
Project File ID #:
KM:
Br.
User km:
Forest District:
Crossing Name: Next Inspection Date:
Concrete Lock Blocks
UTM Easting:
# Spans:
Year Superstructure Installed:
Running Surface:Deck Type:
UTM Northing:
Span Length(s) (metres):
unamed 10.40 10.40 2017/06/26
8614 01 Cascades Natural Resource District
Concrete Slab Girders
Concrete Concrete
11.0
10 692556 5488819
Ben Pellett 2013
1
Proposed FIA culvert replacement, currently not a major culvert. GA design approved in 2010. DAAccess:
10.3
ABUTMENTS
GoodBearings
Not ApplicableBracing
UnratedBallast Wall n/a
GoodConcrete Lock Blocks
Not ApplicableCorrosion Protection
GoodCaps or Sills
GoodFill
Not ApplicableHardware
Not ApplicablePiles or Posts
GoodRiprap
Not ApplicableWing Wall
APPROACHES
FairAlignment poor visibility
0Bridge Ahead Signs Missing
YesBrushing Required
0Delineator Missing Left(approaching structure)
0Delineator Missing Right(approaching structure)
ExcellentFender Condition
NonePosted Load Rating
GoodRoad Surface
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 499 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001A
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K1567 K1567 RED CREEK 2014/06/26
Permanent Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
DECK
Span 1
GoodConcrete Deck
GoodCurb Rail/Blocks/Posts
GoodDeck Joints
Not ApplicableGrout Pockets
GoodHardware
Not ApplicableHand Rails/Walkouts
GoodOverall Deck Condition
GoodRunning Surface
SUPERSTRUCTURE
Span 1
Not ApplicableBracing
Not ApplicableHardware
GoodWelded/grouted shear connectors good- d/s most stopped
CH
AN
NE
LH
AZ
AR
DS
Estimated Present Water Level Depth: Estimated Present Water Level Width:
Estimated High Water Level Clearance:
High Water: Debris:Scour: Aggradation:Ice:
Comment:
No No No No No
3.5
0.2 2.0
# Status Priority Estimate Description
RE
PA
IRS
# Description
MO
NIT
OR
SG
EN
ER
AL Inspector's
Comment:
No site ID tag
LT (2014/12/17): Reviewed. Could use more photos taken under bridge facing abutments.
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 500 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001A
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K1567 K1567 RED CREEK 2014/06/26
Permanent Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
PEng's
Comment:
GE
NE
RA
L
Professional Inspection Required? Report Status:No
Replacement Date for full log haul traffic (year): Replacement Date for light vehicle traffic (year): 2058 2062
Current Inspection Load Rating: Design Load GVW (tonnes): 91 Design Vehicle Config.: L100
Accepted By Lester Thiessen on 12/20/2014 12:15:40AM
91
GE
NE
RA
L
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 501 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001A
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K1499 K1499 RED CREEK 2014/06/26
Permanent Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
Inspector Name:
UTM Zone:
Total Length (metres):
Abutments (Left/Right): (looking downstream)Superstructure
Project File ID #:
KM:
Br.
User km:
Forest District:
Crossing Name: Next Inspection Date:
Steel Pipe and Precast Pad
UTM Easting:
# Spans:
Year Superstructure Installed:
Running Surface:Deck Type:
UTM Northing:
Span Length(s) (metres):
unkown 19.00 19.00 2017/06/26
8614 01 Cascades Natural Resource District
Concrete Slab Girders
Concrete Concrete
8.6
10 698359 5490326
Ben Pellett 2010
1
FIA 2010 installAccess:
8.2
ABUTMENTS
GoodBearings
Not ApplicableBracing
GoodBallast Wall integrated
Not ApplicableCorrosion Protection
GoodCaps or Sills
GoodFill
Not ApplicableHardware
UnratedPiles or Posts n/a
FairRiprap rounded, steep on right u/s half
GoodWing Wall integrated
APPROACHES
GoodAlignment
0Bridge Ahead Signs Missing
NoBrushing Required
0Delineator Missing Left(approaching structure)
0Delineator Missing Right(approaching structure)
GoodFender Condition
NonePosted Load Rating
GoodRoad Surface
DECK
Span 1
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 502 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001A
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K1499 K1499 RED CREEK 2014/06/26
Permanent Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
GoodConcrete Deck
FairCurb Rail/Blocks/Posts
FairDeck Joints no filler, LT no photos
Not ApplicableGrout Pockets
GoodHardware
Not ApplicableHand Rails/Walkouts
GoodOverall Deck Condition
GoodRunning Surface
SUPERSTRUCTURE
Span 1
Not ApplicableBracing
Not ApplicableHardware
Not ApplicableWelded/grouted shear connectors none. LT: ?? can't confirm from photos.
CH
AN
NE
LH
AZ
AR
DS
Estimated Present Water Level Depth: Estimated Present Water Level Width:
Estimated High Water Level Clearance:
High Water: Debris:Scour: Aggradation:Ice:
Comment:
No No No No Yes
1.2
0.2 3.0
Scouring into right u/s corner, meanders u/s.
# Status Priority Estimate Description
RE
PA
IRS
# Description
MO
NIT
OR
SG
EN
ER
AL Inspector's
Comment:
Significant meandering u/s. No name plate.
LT (2014/12/17): Reviewed. No deck photos.
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 503 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001A
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K1499 K1499 RED CREEK 2014/06/26
Permanent Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
PEng's
Comment:
GE
NE
RA
L
Professional Inspection Required? Report Status:No
Replacement Date for full log haul traffic (year): Replacement Date for light vehicle traffic (year): 2055 2060
Current Inspection Load Rating: Design Load GVW (tonnes): 91 Design Vehicle Config.: L100
Accepted By Lester Thiessen on 12/20/2014 12:33:31AM
91
GE
NE
RA
L
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 504 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001A
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K408A K408 RED CREEK 2014/08/23
Permanent Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
Inspector Name:
UTM Zone:
Total Length (metres):
Abutments (Left/Right): (looking downstream)Superstructure
Project File ID #:
KM:
Br.
User km:
Forest District:
Crossing Name: Next Inspection Date:
Steel Pipe and Precast Pad
UTM Easting:
# Spans:
Year Superstructure Installed:
Running Surface:Deck Type:
UTM Northing:
Span Length(s) (metres):
Alaric Cr 36.88 38.60 2017/08/23
8614 01 Cascades Natural Resource District
Concrete Slab Girders
Concrete Concrete
12.6
10 708979 5496829
Donovan J. A. Melin 2010
1
Access:
12
ABUTMENTS
GoodBearings
Not ApplicableBracing
GoodBallast Wall
Not ApplicableCorrosion Protection
GoodCaps or Sills
GoodFill
Not ApplicableHardware
UnratedPiles or Posts can't see
GoodRiprap
Not ApplicableWing Wall
APPROACHES
GoodAlignment
0Bridge Ahead Signs Missing
NoBrushing Required
0Delineator Missing Left(approaching structure)
0Delineator Missing Right(approaching structure)
FairFender Condition LT: Large boulders used as fenders.
GoodRoad Surface
DECK
Span 1
ExcellentConcrete Deck
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 505 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001A
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K408A K408 RED CREEK 2014/08/23
Permanent Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
GoodCurb Rail/Blocks/Posts
GoodDeck Joints no epoxy.
Not ApplicableGrout Pockets
GoodHardware
Not ApplicableHand Rails/Walkouts
GoodOverall Deck Condition
GoodRunning Surface
SUPERSTRUCTURE
Span 1
Not ApplicableBracing
Not ApplicableHardware
GoodWelded/grouted shear connectors
CH
AN
NE
LH
AZ
AR
DS
Estimated Present Water Level Depth: Estimated Present Water Level Width:
Estimated High Water Level Clearance:
High Water: Debris:Scour: Aggradation:Ice:
Comment:
No No No No No
1.7
0.4 3.5
# Status Priority Estimate Description
1 $2,000.00 Consider installing 4 real fenders (log or concrete barriers) as a visual for
drivers to keep onto the bridge. The rocks are good for keeping vehicles
out of the creek but lack the visual that the road is narrowing.
LowRequired
RE
PA
IRS
# Description
MO
NIT
OR
SG
EN
ER
AL Inspector's
Comment:
Deck joints have not yet been filled with epoxy. No damaged block could be found so it must have been
replaced as per previous inspection. Structure is in good condition.
LT (2014/12/17): Reviewed.
PEng's
Comment:
GE
NE
RA
L
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 506 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001A
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K408A K408 RED CREEK 2014/08/23
Permanent Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
Professional Inspection Required? Report Status:No
Replacement Date for full log haul traffic (year): Replacement Date for light vehicle traffic (year): 2055 2060
Current Inspection Load Rating: Design Load GVW (tonnes): 63 Design Vehicle Config.: BCL625
Accepted By Lester Thiessen on 12/20/2014 8:50:39AM
63
GE
NE
RA
L
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 507 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001A
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K1501 K1501 RED CREEK 2016/07/09
Permanent Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
Inspector Name:
UTM Zone:
Total Length (metres):
Abutments (Left/Right): (looking downstream)Superstructure
Project File ID #:
KM:
Br.
User km:
Forest District:
Crossing Name: Next Inspection Date:
Steel Pipe and Precast Pad
UTM Easting:
# Spans:
Year Superstructure Installed:
Running Surface:Deck Type:
UTM Northing:
Span Length(s) (metres):
Unknown 36.80 39.00 2019/07/09
8614 01 Cascades Natural Resource District
Concrete Slab Girders
Concrete Concrete
10.5
10 709961 5492141
Ron Peace 2009
1
Access:
10
ABUTMENTS
GoodBearings
GoodBracing
GoodBallast Wall
GoodCorrosion Protection
GoodCaps or Sills
GoodFill
Not ApplicableHardware
GoodPiles or Posts
GoodRiprap
Not ApplicableWing Wall
APPROACHES
GoodAlignment
0Bridge Ahead Signs Missing
NoBrushing Required
0Delineator Missing Left(approaching structure)
0Delineator Missing Right(approaching structure)
GoodFender Condition
nonePosted Load Rating
GoodRoad Surface
DECK
Span 1
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 508 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001A
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K1501 K1501 RED CREEK 2016/07/09
Permanent Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
GoodConcrete Deck
GoodCurb Rail/Blocks/Posts
GoodDeck Joints
Not ApplicableGrout Pockets
GoodHardware
Not ApplicableHand Rails/Walkouts
GoodOverall Deck Condition
GoodRunning Surface
SUPERSTRUCTURE
Span 1
Not ApplicableBracing
Not ApplicableHardware
GoodWelded/grouted shear connectors
CH
AN
NE
LH
AZ
AR
DS
Estimated Present Water Level Depth: Estimated Present Water Level Width:
Estimated High Water Level Clearance:
High Water: Debris:Scour: Aggradation:Ice:
Comment:
No No No No No
1.7
0.3 4.2
# Status Priority Estimate Description
RE
PA
IRS
# Description
MO
NIT
OR
SG
EN
ER
AL Inspector's
Comment:
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 509 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001A
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K1501 K1501 RED CREEK 2016/07/09
Permanent Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
PEng's
Comment:
GE
NE
RA
L
Professional Inspection Required? Report Status:No
Replacement Date for full log haul traffic (year): Replacement Date for light vehicle traffic (year): 2060
Current Inspection Load Rating: Design Load GVW (tonnes): 91 Design Vehicle Config.: L100
Reviewed By Drew Alway on 12/6/2016 2:48:12PM
91
GE
NE
RA
L
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 510 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001A
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K407 K407 RED CREEK 2016/07/09
Permanent Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
Inspector Name:
UTM Zone:
Total Length (metres):
Abutments (Left/Right): (looking downstream)Superstructure
Project File ID #:
KM:
Br.
User km:
Forest District:
Crossing Name: Next Inspection Date:
Steel Pipe and Precast Pad
UTM Easting:
# Spans:
Year Superstructure Installed:
Running Surface:Deck Type:
UTM Northing:
Span Length(s) (metres):
McNulty Cr 40.23 41.90 2019/07/09
8614 01 Cascades Natural Resource District
Concrete Slab Girders
Concrete Concrete
12.6
10 710351 5495298
Ron Peace 2001
1
Access:
0
ABUTMENTS
GoodBearings
Not ApplicableBracing
GoodBallast Wall
Not ApplicableCorrosion Protection
GoodCaps or Sills
GoodFill
Not ApplicableHardware
UnratedPiles or Posts Covered
GoodRiprap
Not ApplicableWing Wall
APPROACHES
GoodAlignment
2Bridge Ahead Signs Missing Both missing
NoBrushing Required
0Delineator Missing Left
Repaired at inspection(approaching structure)
0Delineator Missing Right
Repaired at inspection(approaching structure)
FairFender Condition 3 logs placed
nonePosted Load Rating
GoodRoad Surface
DECK
Span 1
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 511 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001A
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K407 K407 RED CREEK 2016/07/09
Permanent Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
GoodConcrete Deck
PoorCurb Rail/Blocks/Posts Two risers have failed, see photo. the rest of the wood components have elevated
rot values
FairDeck Joints
Not ApplicableGrout Pockets
GoodHardware
Not ApplicableHand Rails/Walkouts
FairOverall Deck Condition Requires new curbs
GoodRunning Surface
SUPERSTRUCTURE
Span 1
Not ApplicableBracing
Not ApplicableHardware
GoodWelded/grouted shear connectors Girders have many hair line cracks
CH
AN
NE
LH
AZ
AR
DS
Estimated Present Water Level Depth: Estimated Present Water Level Width:
Estimated High Water Level Clearance:
High Water: Debris:Scour: Aggradation:Ice:
Comment:
No No No No No
1.4
0.4 3.0
# Status Priority Estimate Description
1 $4,000.00 Full curb replacement requires 4- 18' and 2- 8' ft curb rails. 12- 2' and 12-
3' riser blocks, all 10x10 " timber. 1234 BF
DA: This bridge is a good candidate to move the curbs from a CL-1
timber curb to a CL-2 HSS rail as it has good alignment and this would
eliminate the requirement for curb maintenance in the future.
HighComplete
2 $300.00 Install both bridge ahead signsMediumRequired
RE
PA
IRS
# Description
1 Monitor hair line cracks in the girders
MO
NIT
OR
S
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 512 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001A
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K407 K407 RED CREEK 2016/07/09
Permanent Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
GE
NE
RA
L Inspector's
Comment:
the curbs have not been replaced.
This structure is restricted to 5 tonnes gvw, (post asap) traffic due to lack of curb maintenance. This bridge is a
good candidate to move the curbs from a CL-1 timber curb to a CL-2 HSS rail as it has good alignment and this
would eliminate the requirement for curb maintenance in the future.
PEng's
Comment:
GE
NE
RA
L
Professional Inspection Required? Report Status:No
Replacement Date for full log haul traffic (year): Replacement Date for light vehicle traffic (year): 2045 2050
Current Inspection Load Rating: Design Load GVW (tonnes): 68 Design Vehicle Config.: L75
Reviewed By Drew Alway on 1/10/2017 1:51:38PM
5
GE
NE
RA
L
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 513 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001A
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K406 K406 RED CREEK 2016/07/09
Permanent Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
Inspector Name:
UTM Zone:
Total Length (metres):
Abutments (Left/Right): (looking downstream)Superstructure
Project File ID #:
KM:
Br.
User km:
Forest District:
Crossing Name: Next Inspection Date:
Steel Pipe and Precast Pad
UTM Easting:
# Spans:
Year Superstructure Installed:
Running Surface:Deck Type:
UTM Northing:
Span Length(s) (metres):
McNulty Cr 40.59 42.30 2019/07/09
8614 01 Cascades Natural Resource District
Concrete Box Beam
Concrete Concrete
12.6
10 710299 5495092
Ron Peace 2001
1
Access:
0
ABUTMENTS
GoodBearings
Not ApplicableBracing
GoodBallast Wall
Not ApplicableCorrosion Protection
GoodCaps or Sills
GoodFill
Not ApplicableHardware
GoodPiles or Posts
GoodRiprap
Not ApplicableWing Wall
APPROACHES
GoodAlignment Junction at the #1 approach
2Bridge Ahead Signs Missing Both missing
NoBrushing Required
0Delineator Missing Left(approaching structure)
0Delineator Missing Right
Repaired at inspection(approaching structure)
NoneFender Condition
nonePosted Load Rating
GoodRoad Surface
DECK
Span 1
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 514 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001A
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K406 K406 RED CREEK 2016/07/09
Permanent Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
GoodConcrete Deck
FairCurb Rail/Blocks/Posts May not make to the next inspection
FairDeck Joints Some open.
Not ApplicableGrout Pockets
GoodHardware
Not ApplicableHand Rails/Walkouts
GoodOverall Deck Condition
GoodRunning Surface
SUPERSTRUCTURE
Span 1
Not ApplicableBracing
Not ApplicableHardware
GoodWelded/grouted shear connectors
CH
AN
NE
LH
AZ
AR
DS
Estimated Present Water Level Depth: Estimated Present Water Level Width:
Estimated High Water Level Clearance:
High Water: Debris:Scour: Aggradation:Ice:
Comment:
No No No No No
1.6
1.1 6.0
# Status Priority Estimate Description
1 $4,000.00 May require replacement prior to next inspection. Full curb replacement
requires 4- 18' and 2- 8' ft curb rails. 12- 2' and 12- 3' riser blocks, all
10x10 " timber. 1234 BF
LowRequired
2 $350.00 Install bridge ahead signsMediumRequired
RE
PA
IRS
# Description
1 Monitor curbs rot
MO
NIT
OR
SG
EN
ER
AL Inspector's
Comment:
May require curbs and risers prior to next inspection
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 515 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001A
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K406 K406 RED CREEK 2016/07/09
Permanent Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
PEng's
Comment:
GE
NE
RA
L
Professional Inspection Required? Report Status:No
Replacement Date for full log haul traffic (year): Replacement Date for light vehicle traffic (year): 2045 2050
Current Inspection Load Rating: Design Load GVW (tonnes): 68 Design Vehicle Config.: L75
Reviewed By Drew Alway on 1/10/2017 1:02:54PM
68
GE
NE
RA
L
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 516 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001A
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K1500 K1500 RED-ISINTOK BR 04 2016/07/09
Permanent Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
Inspector Name:
UTM Zone:
Total Length (metres):
Abutments (Left/Right): (looking downstream)Superstructure
Project File ID #:
KM:
Br.
User km:
Forest District:
Crossing Name: Next Inspection Date:
Steel Pipe and Precast Pad
UTM Easting:
# Spans:
Year Superstructure Installed:
Running Surface:Deck Type:
UTM Northing:
Span Length(s) (metres):
Unnamed 24.80 2019/07/09
8614 04 Cascades Natural Resource District
Concrete Slab Girders
Concrete Concrete
11.4
10 702858 5492260
Ron Peace 2009
1
Access:
11
ABUTMENTS
GoodBearings
Not ApplicableBracing
GoodBallast Wall
Not ApplicableCorrosion Protection
GoodCaps or Sills It appears that the #1 might be leaning slightly toward the creek
GoodFill
Not ApplicableHardware
UnratedPiles or Posts Buried
GoodRiprap
Not ApplicableWing Wall
APPROACHES
GoodAlignment
0Bridge Ahead Signs Missing
NoBrushing Required
0Delineator Missing Left
Installed at inspection(approaching structure)
0Delineator Missing Right
Installed at inspection(approaching structure)
GoodFender Condition
nonePosted Load Rating
GoodRoad Surface
DECK
Span 1
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 517 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001A
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K1500 K1500 RED-ISINTOK BR 04 2016/07/09
Permanent Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
GoodConcrete Deck
GoodCurb Rail/Blocks/Posts
GoodDeck Joints
Not ApplicableGrout Pockets
GoodHardware
Not ApplicableHand Rails/Walkouts
GoodOverall Deck Condition
GoodRunning Surface
SUPERSTRUCTURE
Span 1
Not ApplicableBracing
Not ApplicableHardware
GoodWelded/grouted shear connectors
CH
AN
NE
LH
AZ
AR
DS
Estimated Present Water Level Depth: Estimated Present Water Level Width:
Estimated High Water Level Clearance:
High Water: Debris:Scour: Aggradation:Ice:
Comment:
No No No No No
1.4
0.3 4.5
# Status Priority Estimate Description
RE
PA
IRS
# Description
1 Slight lean of the #1 sill toward the creek
MO
NIT
OR
SG
EN
ER
AL Inspector's
Comment:
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 518 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001A
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K1500 K1500 RED-ISINTOK BR 04 2016/07/09
Permanent Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
PEng's
Comment:
GE
NE
RA
L
Professional Inspection Required? Report Status:No
Replacement Date for full log haul traffic (year): Replacement Date for light vehicle traffic (year): 2060
Current Inspection Load Rating: Design Load GVW (tonnes): 91 Design Vehicle Config.: L100
Reviewed By Drew Alway on 12/6/2016 2:46:02PM
91
GE
NE
RA
L
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 519 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001B
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:WO4622 K1485 ME8614.06 2015/06/26
Log Stringer Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
Inspector Name:
UTM Zone:
Total Length (metres):
Abutments (Left/Right): (looking downstream)Superstructure
Project File ID #:
KM:
Br.
User km:
Forest District:
Crossing Name: Next Inspection Date:
Concrete Lock Blocks
UTM Easting:
# Spans:
Year Superstructure Installed:
Running Surface:Deck Type:
UTM Northing:
Span Length(s) (metres):
Red Cr 2017/06/26
8614 06 Cascades Natural Resource District
Steel I-beam
Timber - Untreated - Panels Timber Planks
9.1
10 700596 5489429
Ron Peace 2010
1
Access:
8.7
ABUTMENTS
PoorBearings No rubber bearing pads, bearings are bolted directly to individual lock bkocks.
Not ApplicableBracing
GoodBallast Wall
GoodConcrete Lock Blocks one for each bearing only
Not ApplicableCorrosion Protection
PoorCaps or Sills No cap or sill
FairFill Light erodable material
GoodHardware
Not ApplicablePiles or Posts
FairRiprap At corners of old crib only
Not ApplicableWing Wall
APPROACHES
FairAlignment
1Bridge Ahead Signs Missing #2 approach missing
NoBrushing Required
0Delineator Missing Left(approaching structure)
0Delineator Missing Right(approaching structure)
FairFender Condition The downstream side #2 approach has been pushed off the road grade
nonePosted Load Rating
FairRoad Surface Some erosion at the corner of #2, downstream side
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 520 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001B
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:WO4622 K1485 ME8614.06 2015/06/26
Log Stringer Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
DECK
Span 1
GoodCurb Rail/Blocks/Posts
GoodDeck to Girder Bolts
GoodHardware
Not ApplicableHand Rails/Walkouts
GoodNails
GoodOverall Deck Condition
GoodRunning Planks
GoodSub Deck
GoodTies
SUPERSTRUCTURE
Span 1
GoodBracing
GoodDiaphrams
GoodGirders
Not ApplicableHardware
Not ApplicableUnder Trussing
CH
AN
NE
LH
AZ
AR
DS
Estimated Present Water Level Depth: Estimated Present Water Level Width:
Estimated High Water Level Clearance:
High Water: Debris:Scour: Aggradation:Ice:
Comment:
No No No Yes No
1.6
0.1 1.6
lots of woody debris upstream of bridge
# Status Priority Estimate Description
1 $500.00 The downstream side fender log #2 approach has been pushed off the
road grade
MediumRequired
2 $250.00 Install a bridge ahead sign at the #2 approachLowRequired
3 $2,000.00 Add rip rap and fill, Some erosion at the corner of #2, downstream sideLowRequired
RE
PA
IRS
# Description
1 Monitor woody debris upstream of bridge
MO
NIT
OR
S
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 521 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001B
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:WO4622 K1485 ME8614.06 2015/06/26
Log Stringer Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
GE
NE
RA
L Inspector's
Comment:
This structure has no tag.
PEng's
Comment:
GE
NE
RA
L
Professional Inspection Required? Report Status:No
Replacement Date for full log haul traffic (year): Replacement Date for light vehicle traffic (year): 2025
Current Inspection Load Rating: Design Load GVW (tonnes): 63 Design Vehicle Config.: BCL625
Reviewed By Drew Alway on 2/15/2016 1:29:37PM
63
GE
NE
RA
L
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 522 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001B
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:WO3228 K1486 ME8614.07 2015/06/26
Log Stringer Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
Inspector Name:
UTM Zone:
Total Length (metres):
Abutments (Left/Right): (looking downstream)Superstructure
Project File ID #:
KM:
Br.
User km:
Forest District:
Crossing Name: Next Inspection Date:
Sill -Temporary Materials
UTM Easting:
# Spans:
Year Superstructure Installed:
Running Surface:Deck Type:
UTM Northing:
Span Length(s) (metres):
Unnamed Cr 0.40 0.40 2017/06/26
8614 07 Cascades Natural Resource District
Steel I-beam
Timber - Untreated - Panels Timber Planks
7.6
10 698144 5491429
Ron Peace 2006
1
Access:
7.2
ABUTMENTS
GoodBearings
Not ApplicableBracing
FairBallast Wall
Not ApplicableCorrosion Protection
GoodCaps or Sills 19x19" timber
GoodFill
Not ApplicableHardware
Not ApplicablePiles or Posts
GoodRiprap
Not ApplicableWing Wall
APPROACHES
GoodAlignment
1Bridge Ahead Signs Missing The #1 sign has fallen over, requires a post as well
NoBrushing Required
0Delineator Missing Left(approaching structure)
0Delineator Missing Right(approaching structure)
FairFender Condition
nonePosted Load Rating
GoodRoad Surface
DECK
Span 1
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 523 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001B
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:WO3228 K1486 ME8614.07 2015/06/26
Log Stringer Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
FairCurb Rail/Blocks/Posts Impact damage at the #1 approach has split the first curb timber.
GoodDeck to Girder Bolts
GoodHardware
Not ApplicableHand Rails/Walkouts
GoodNails
FairOverall Deck Condition
FairRunning Planks A hole has been punched into one plank
UnratedSub Deck None
GoodTies
SUPERSTRUCTURE
Span 1
GoodBracing
GoodDiaphrams
GoodGirders
Not ApplicableHardware
Not ApplicableUnder Trussing
CH
AN
NE
LH
AZ
AR
DS
Estimated Present Water Level Depth: Estimated Present Water Level Width:
Estimated High Water Level Clearance:
High Water: Debris:Scour: Aggradation:Ice:
Comment:
No No No No No
1.0
0.1 1.0
# Status Priority Estimate Description
2 $300.00 The #1 sign has fallen over, requires a post as wellMediumRequired
3 $300.00 A hole has been punched through one of the planks, requires 2-10'x4x10"
planks
MediumRequired
4 $500.00 Impact damage has split the first section @#1 approach downstream
side. Requires 1-10'x10x10" timber
HighRequired
RE
PA
IRS
# Description
MO
NIT
OR
S
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 524 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001B
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:WO3228 K1486 ME8614.07 2015/06/26
Log Stringer Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
GE
NE
RA
L Inspector's
Comment:
The deck and curb need repair. No tag on this structure
PEng's
Comment:
GE
NE
RA
L
Professional Inspection Required? Report Status:No
Replacement Date for full log haul traffic (year): Replacement Date for light vehicle traffic (year): 2065
Current Inspection Load Rating: Design Load GVW (tonnes): 68 Design Vehicle Config.: L75
Reviewed By Drew Alway on 2/15/2016 1:27:26PM
68
GE
NE
RA
L
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 525 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001A
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K842 K842 GRANT CREEK 2016/07/09
Permanent Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
Inspector Name:
UTM Zone:
Total Length (metres):
Abutments (Left/Right): (looking downstream)Superstructure
Project File ID #:
KM:
Br.
User km:
Forest District:
Crossing Name: Next Inspection Date:
Steel Pipe and Precast Pad
UTM Easting:
# Spans:
Year Superstructure Installed:
Running Surface:Deck Type:
UTM Northing:
Span Length(s) (metres):
Hayes Cr 0.16 0.20 2019/07/09
8615 01 Cascades Natural Resource District
Steel I-beam
Concrete Concrete
16.0
10 691034 5501071
Ron Peace 1995
1
Access:
0
ABUTMENTS
GoodBearings
GoodBracing
GoodBallast Wall
Not ApplicableCorrosion Protection
GoodCaps or Sills
GoodFill
GoodHardware
GoodPiles or Posts
FairRiprap
Not ApplicableWing Wall
APPROACHES
GoodAlignment
0Bridge Ahead Signs Missing
YesBrushing Required
0Delineator Missing Left(approaching structure)
0Delineator Missing Right(approaching structure)
NoneFender Condition
5Posted Load Rating
PoorRoad Surface Overgrown grass trail
DECK
Span 1
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 526 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001A
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K842 K842 GRANT CREEK 2016/07/09
Permanent Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
GoodConcrete Deck
PoorCurb Rail/Blocks/Posts Rotten
FairDeck Joints
PoorGrout Pockets There now appears to be 10 of the deck grout pockets that have some degree of
degeneration. It doesnt help that as the concrete disitergrates the pockets are
continuesly full of water. Recommend removal of disintergrating concrete assess
depth and refill if satifactory from a structural standard.
GoodHardware
Not ApplicableHand Rails/Walkouts
PoorOverall Deck Condition Requires curbs and grout pocket assessment.
GoodRunning Surface
SUPERSTRUCTURE
Span 1
GoodBracing
GoodDiaphrams
GoodGirders
Not ApplicableHardware
Not ApplicableUnder Trussing
CH
AN
NE
LH
AZ
AR
DS
Estimated Present Water Level Depth: Estimated Present Water Level Width:
Estimated High Water Level Clearance:
High Water: Debris:Scour: Aggradation:Ice:
Comment:
No No No No No
0.8
1.4 10.0
# Status Priority Estimate Description
1 $2,000.00 There now appears to be 10 of the deck grout pockets that have some
degree of degeneration. It doesnt help that as the concrete disitergrates
the pockets are continuesly full of water. Recommend removal of
disintergrating concrete assess depth and refill if satifactory from a
structural standard.
HighRequired
2 $4,500.00 Curbs have extensive rot. Required materials: all 10x10" timber.
6-13' 2-20' and 20- 2' , 20-3' riser blocks
HighRequired
3 $200.00 Brush out bridgeMediumRequired
RE
PA
IRS
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 527 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001A
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K842 K842 GRANT CREEK 2016/07/09
Permanent Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
# Description
MO
NIT
OR
SG
EN
ER
AL Inspector's
Comment:
There now appears to be 10 of the deck grout pockets that have some degree of degeneration. It doesnt help
that as the concrete disitergrates the pockets are continuesly full of water. Recommend removal of
disintergrating concrete assess depth and refill if satifactory from a structural standard.
The bridge is now posted @ 5 tonnes and the curbs have not been replaced. The road is overgrown and
appears to be only used by a private residence.
It looks like a new power line has been placed directly over the middle of the deck
I've professionally inspected this bridge in 2012 and developed a detailed repair prescription at that time. The
works are still not completed. There the structure as planned will move to a 5 tonnes load restriction and will
continue to be downgraded if at minimum, curb works are not completed. If curbs are not completed by the
next inspection in 2019, structure will be closed.
PEng's
Comment:
GE
NE
RA
L
Professional Inspection Required? Report Status:Yes
Replacement Date for full log haul traffic (year): Replacement Date for light vehicle traffic (year): 2012 2016
Current Inspection Load Rating: Design Load GVW (tonnes): 68 Design Vehicle Config.: L75
Reviewed By Drew Alway on 1/25/2017 4:07:17PM
5
GE
NE
RA
L
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 528 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001C
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K683 K683 POTHOLE CREEK 2015/06/12
Major Culvert Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
Inlet Cover (mm):
Culvert Length (metres):
UTM Northing:
Opening Width (mm):
Culvert Material:
Outlet Cover (mm):
Gradient (%):
UTM Easting:
Opening Height (mm):
UTM Zone:
Footing Type:
Culvert Type:
Inspector Name:
KM:
Project File ID #:
User km:
Br.
Crossing Name:
Forest District:
Next Inspection Date:Pothole Cr 0.49 0.30 2018/06/12
8707 01 Cascades Natural Resource District
Round Corrugated Steel
800 1,000
0.5
13.0 2,400 2,400
10 680227 5530792
Ron Peace 1987
UTMs converted from Lat/Long- check in field.Access:
Year Superstructure Installed:
APPROACHES
GoodAlignment
GoodAlignment
0Bridge Ahead Signs Missing
0Bridge Ahead Signs Missing
NoBrushing Required
NoBrushing Required
0Delineator Missing Left(approaching structure)
0Delineator Missing Left(approaching structure)
0Delineator Missing Right(approaching structure)
0Delineator Missing Right(approaching structure)
NoneFender Condition
NoneFender Condition
0Posted Load Rating Not posted
GoodRoad Surface
GoodRoad Surface
CULVERT ELEMENT
Not ApplicableBaffles
Not ApplicableBolted Connections
GoodCoupled Connections
GoodCoating
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 529 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001C
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K683 K683 POTHOLE CREEK 2015/06/12
Major Culvert Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
Not ApplicableEmbedment Materials
GoodFill
GoodFloor
Not ApplicableFooting
FairHead Wall No erosion protection
FairInlet Not much rip rap protection, creek makes a sharp turn into the inlet. This is causing
some erosion of the #1 bank
GoodOutlet
GoodOverall
FairRiprap Very little placed, very little degadation over the years
GoodRoof
GoodSide Walls
Not ApplicableTrash Rack
Not ApplicableWiers/Backwater Structures
GoodWing Wall
CH
AN
NE
LH
AZ
AR
DS
Estimated Present Water Level Depth: Estimated Present Water Level Width:
Estimated High Water Level Clearance:
High Water: Debris:Scour: Aggradation:Ice:
Comment:
No Yes No No No
0.7
0.4 1.2
Not much rip rap protection, creek makes a sharp turn into the inlet. This is causing some erosion of the #1 bank
# Status Priority Estimate Description
RE
PA
IRS
# Description
1 Continue to monitor inlet erosion. has not deteriorated substantially.
MO
NIT
OR
SG
EN
ER
AL Inspector's
Comment:
No significant change to inlet erosion, continue to monitor if not repaired.
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 530 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001C
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K683 K683 POTHOLE CREEK 2015/06/12
Major Culvert Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
PEng's
Comment:
GE
NE
RA
L
Professional Inspection Required? Report Status:No
Replacement Date for full log haul traffic (year): Replacement Date for light vehicle traffic (year): 2037 2042
Current Inspection Load Rating: Design Load GVW (tonnes): 64 Design Vehicle Config.: CL625
Reviewed By Drew Alway on 2/15/2016 11:56:02AM
63
GE
NE
RA
L
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 531 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001A
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K666 K666 JULIET CREEK 2015/06/16
Permanent Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
Inspector Name:
UTM Zone:
Total Length (metres):
Abutments (Left/Right): (looking downstream)Superstructure
Project File ID #:
KM:
Br.
User km:
Forest District:
Crossing Name: Next Inspection Date:
Steel Pipe and Precast Pad
UTM Easting:
# Spans:
Year Superstructure Installed:
Running Surface:Deck Type:
UTM Northing:
Span Length(s) (metres):
Unnamed 3.43 3.40 2018/06/16
8708 01 Cascades Natural Resource District
Concrete Slab Girders
Concrete Concrete
8.0
10 639895 5511244
Ron Peace 1994
1
Access:
0
ABUTMENTS
GoodBearings
Not ApplicableBracing
UnratedBallast Wall None
Not ApplicableCorrosion Protection
GoodCaps or Sills
GoodFill
Not ApplicableHardware
GoodPiles or Posts
FairRiprap Round and does not extend to base of sill allowinf to ravel through
Not ApplicableWing Wall
APPROACHES
GoodAlignment
0Bridge Ahead Signs Missing
YesBrushing Required
0Delineator Missing Left(approaching structure)
0Delineator Missing Right(approaching structure)
NoneFender Condition
GoodRoad Surface
DECK
Span 1
GoodConcrete Deck
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 532 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001A
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K666 K666 JULIET CREEK 2015/06/16
Permanent Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
PoorCurb Rail/Blocks/Posts Extensive rot and failing risers
GoodDeck Joints
Not ApplicableGrout Pockets
Not ApplicableHardware
Not ApplicableHand Rails/Walkouts
GoodOverall Deck Condition
GoodRunning Surface
SUPERSTRUCTURE
Span 1
Not ApplicableBracing
Not ApplicableHardware
GoodWelded/grouted shear connectors
CH
AN
NE
LH
AZ
AR
DS
Estimated Present Water Level Depth: Estimated Present Water Level Width:
Estimated High Water Level Clearance:
High Water: Debris:Scour: Aggradation:Ice:
Comment:
No Yes No No No
1.2
0.1 2.0
Minor scouring
# Status Priority Estimate Description
2 $3,500.00 Replace curbs and risers. Requires 933 Bf of 10x10 timber, includes
10-24" and 10-36" risers
HighComplete
RE
PA
IRS
# Description
1 Round rip rap does not extend to base of sill allowinf to ravel through
MO
NIT
OR
SG
EN
ER
AL Inspector's
Comment:
Curb repairs have not been done.
curb repairs were completed after this inspection was done.PEng's
Comment:
GE
NE
RA
L
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 533 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001A
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K666 K666 JULIET CREEK 2015/06/16
Permanent Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
Professional Inspection Required? Report Status:No
Replacement Date for full log haul traffic (year): Replacement Date for light vehicle traffic (year): 2043 2048
Current Inspection Load Rating: Design Load GVW (tonnes): 68 Design Vehicle Config.: L75
Reviewed By Drew Alway on 2/15/2016 11:52:59AM
68
GE
NE
RA
L
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 534 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001A
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K488 K488 JULIET CREEK 2015/06/16
Permanent Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
Inspector Name:
UTM Zone:
Total Length (metres):
Abutments (Left/Right): (looking downstream)Superstructure
Project File ID #:
KM:
Br.
User km:
Forest District:
Crossing Name: Next Inspection Date:
Concrete Precast
UTM Easting:
# Spans:
Year Superstructure Installed:
Running Surface:Deck Type:
UTM Northing:
Span Length(s) (metres):
Juliet Cr 3.69 3.60 2018/06/16
8708 01 Cascades Natural Resource District
Steel I-beam
Timber - Untreated Timber Planks
16.3
10 639665 5511116
Ron Peace 1990
1
Access:
0
ABUTMENTS
FairBearings Dirty
Not ApplicableBracing
GoodBallast Wall
GoodConcrete Precast
GoodCorrosion Protection
GoodCaps or Sills
GoodFill
GoodHardware
Not ApplicablePiles or Posts
FairRiprap
Not ApplicableWing Wall
APPROACHES
FairAlignment Junction at the high chain #2 as well as a cattle guard just off the bridge
2Bridge Ahead Signs Missing Install one at each branch at The #2 approach
YesBrushing Required
0Delineator Missing Left(approaching structure)
0Delineator Missing Right(approaching structure)
NoneFender Condition
5Posted Load Rating
GoodRoad Surface
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 535 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001A
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K488 K488 JULIET CREEK 2015/06/16
Permanent Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
DECK
Span 1
PoorCurb Rail/Blocks/Posts Extensive rot requires replacement
GoodDeck to Girder Bolts
GoodHardware
Not ApplicableHand Rails/Walkouts
GoodNails
PoorOverall Deck Condition Both deck and curbs have extensive rot
PoorRunning Planks Extensive rot and failing sections
GoodSub Deck
GoodTies
SUPERSTRUCTURE
Span 1
GoodBracing
GoodDiaphrams
GoodGirders
Not ApplicableHardware
Not ApplicableUnder Trussing
CH
AN
NE
LH
AZ
AR
DS
Estimated Present Water Level Depth: Estimated Present Water Level Width:
Estimated High Water Level Clearance:
High Water: Debris:Scour: Aggradation:Ice:
Comment:
No No No No No
0.7
0.5 12.0
# Status Priority Estimate Description
1 $12,000.00 Deck rot is very high and failing. Will require 3224 BR of 3x10" deck
planks
MediumComplete
2 $3,000.00 requires 1010 BF of 10x10" curb timberHighComplete
3 $200.00 Brush out bridgeMediumComplete
4 $100.00 Clean bearingsLowComplete
5 $250.00 Install two bridge ahead signs at the two branches off #@ approachLowComplete
RE
PA
IRS
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 536 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001A
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K488 K488 JULIET CREEK 2015/06/16
Permanent Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
# Description
MO
NIT
OR
SG
EN
ER
AL Inspector's
Comment:
Bridge requires deck and curb components.
Running deck and curbs already replaced after this field inspection was completed. Load restriction removed.PEng's
Comment:
GE
NE
RA
L
Professional Inspection Required? Report Status:No
Replacement Date for full log haul traffic (year): Replacement Date for light vehicle traffic (year): 2035 2040
Current Inspection Load Rating: Design Load GVW (tonnes): 68 Design Vehicle Config.: L75
Reviewed By Drew Alway on 2/12/2016 8:57:06AM
68
GE
NE
RA
L
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 537 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001A
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K489 K489 JULIET CREEK 2015/06/16
Permanent Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
Inspector Name:
UTM Zone:
Total Length (metres):
Abutments (Left/Right): (looking downstream)Superstructure
Project File ID #:
KM:
Br.
User km:
Forest District:
Crossing Name: Next Inspection Date:
Concrete Precast
UTM Easting:
# Spans:
Year Superstructure Installed:
Running Surface:Deck Type:
UTM Northing:
Span Length(s) (metres):
Unnamed 6.71 6.60 2018/06/16
8708 01 Cascades Natural Resource District
Concrete Slab Girders
Concrete Concrete
6.0
10 636868 5510924
Ron Peace 1990
1
Access:
0
ABUTMENTS
GoodBearings
Not ApplicableBracing
UnratedBallast Wall No wall other than girder ends
GoodConcrete Precast
Not ApplicableCorrosion Protection
GoodCaps or Sills
GoodFill
Not ApplicableHardware
Not ApplicablePiles or Posts
GoodRiprap
Not ApplicableWing Wall
APPROACHES
GoodAlignment
0Bridge Ahead Signs Missing
YesBrushing Required Road very grown in as wellas bridge
0Delineator Missing Left(approaching structure)
0Delineator Missing Right(approaching structure)
NoneFender Condition
5Posted Load Rating
GoodRoad Surface
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 538 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001A
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K489 K489 JULIET CREEK 2015/06/16
Permanent Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
DECK
Span 1
Not ApplicableConcrete Deck
PoorCurb Rail/Blocks/Posts Curbs have extensive rot values and some risers are rotten
Not ApplicableDeck Joints
Not ApplicableGrout Pockets
GoodHardware
Not ApplicableHand Rails/Walkouts
FairOverall Deck Condition
GoodRunning Surface
SUPERSTRUCTURE
Span 1
Not ApplicableBracing
Not ApplicableHardware
UnratedWelded/grouted shear connectors Covered in gravel
CH
AN
NE
LH
AZ
AR
DS
Estimated Present Water Level Depth: Estimated Present Water Level Width:
Estimated High Water Level Clearance:
High Water: Debris:Scour: Aggradation:Ice:
Comment:
No No No No No
0.5
0.1 2.6
# Status Priority Estimate Description
1 $150.00 Brush out bridgeLowComplete
2 $2,500.00 Curbs have extensive rot values and some risers are rotten
Requires 750 Bf total of 10x10 timber. 8- 24" and 8-36" riser blocks
HighCompleteRE
PA
IRS
# Description
MO
NIT
OR
SG
EN
ER
AL Inspector's
Comment:
Structure is still load rated @ 5 Tonnes and curbs have not been repaired
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 539 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001A
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K489 K489 JULIET CREEK 2015/06/16
Permanent Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
curb repairs were completed after this inspection. Load restriction has been lifted.PEng's
Comment:
GE
NE
RA
L
Professional Inspection Required? Report Status:No
Replacement Date for full log haul traffic (year): Replacement Date for light vehicle traffic (year): 2040 2045
Current Inspection Load Rating: Design Load GVW (tonnes): 68 Design Vehicle Config.: L75
Reviewed By Drew Alway on 2/12/2016 9:06:52AM
68
GE
NE
RA
L
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 540 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001B
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K532 K532 HOPE CREEK 2015/06/18
Log Stringer Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
Inspector Name:
UTM Zone:
Total Length (metres):
Abutments (Left/Right): (looking downstream)Superstructure
Project File ID #:
KM:
Br.
User km:
Forest District:
Crossing Name: Next Inspection Date:
Crib, Log or Untreated Timber
UTM Easting:
# Spans:
Year Superstructure Installed:
Running Surface:Deck Type:
UTM Northing:
Span Length(s) (metres):
West Hope Cr 8.13 8.50 2017/06/18
9150 01 Cascades Natural Resource District
Steel I-beam
Timber - Untreated Timber Planks
10.7
10 502747 5607292
Ron Peace 2005
1
Access:
0
ABUTMENTS
FairBearings
Not ApplicableBracing
FairBallast Wall Not connected to the superstructure
Not ApplicableCorrosion Protection
FairCaps or Sills Some rot
GoodFill
Not ApplicableHardware
FairLog/Timber Cribs
Not ApplicablePiles or Posts
FairRiprap
FairTie-backs
Not ApplicableWing Wall
APPROACHES
GoodAlignment
2Bridge Ahead Signs Missing
YesBrushing Required Brush out
0Delineator Missing Left(approaching structure)
0Delineator Missing Right(approaching structure)
NoneFender Condition
GoodRoad Surface
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 541 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001B
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K532 K532 HOPE CREEK 2015/06/18
Log Stringer Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
DECK
Span 1
FairCurb Rail/Blocks/Posts Straffed and damaged by snow cat tracks
GoodDeck to Girder Bolts
GoodHardware
Not ApplicableHand Rails/Walkouts
PoorNails Bent and exposed
PoorOverall Deck Condition Requires new deck.
PoorRunning Planks Rotten failing
GoodSub Deck Treated
GoodTies Treated
SUPERSTRUCTURE
Span 1
FairBracing Bent bottom brace
FairDiaphrams Bottom cross brace is bent (see photo)
FairGirders Flanges are dirty
Not ApplicableHardware
Not ApplicableUnder Trussing
CH
AN
NE
LH
AZ
AR
DS
Estimated Present Water Level Depth: Estimated Present Water Level Width:
Estimated High Water Level Clearance:
High Water: Debris:Scour: Aggradation:Ice:
Comment:
No No No No No
1.1
0.2 5.0
# Status Priority Estimate Description
1 $100.00 Brush out bridgeLowRequired
2 $400.00 Install bridge ahead signs 2LowRequired
3 $100.00 Clean flangesLowRequired
4 $3,500.00 Requires 1122 Bf of 3x10" deck planksHighRequired
RE
PA
IRS
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 542 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001B
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K532 K532 HOPE CREEK 2015/06/18
Log Stringer Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
# Description
MO
NIT
OR
SG
EN
ER
AL Inspector's
Comment:
Measured up the bridge, see photo. This structure appears to be used by snow cats which is damaging the
curbs as it crosses the bridge.
Evaluation completed based on Ron's measure up. Safe for CL-625 64 tonnes loading.PEng's
Comment:
GE
NE
RA
L
Professional Inspection Required? Report Status:No
Replacement Date for full log haul traffic (year): Replacement Date for light vehicle traffic (year): 2030 2035
Current Inspection Load Rating: Design Load GVW (tonnes): 0 Design Vehicle Config.:
Reviewed By Drew Alway on 2/16/2016 11:52:33AM
64
GE
NE
RA
L
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 543 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001B
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K533 K533 EAST HOPE CREEK 2016/06/12
Log Stringer Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
Inspector Name:
UTM Zone:
Total Length (metres):
Abutments (Left/Right): (looking downstream)Superstructure
Project File ID #:
KM:
Br.
User km:
Forest District:
Crossing Name: Next Inspection Date:
Crib, Log or Untreated Timber
UTM Easting:
# Spans:
Year Superstructure Installed:
Running Surface:Deck Type:
UTM Northing:
Span Length(s) (metres):
Hope Cr 0.28 7.30 2018/06/12
9150 03 Cascades Natural Resource District
Steel I-beam
Timber - Untreated Timber Planks
12.3
10 503018 5607903
Ron Peace 2005
1
Access:
0
ABUTMENTS
FairBearings Girders not pinned to tne sills
Not ApplicableBracing
GoodBallast Wall
Not ApplicableCorrosion Protection
FairCaps or Sills High rot values from the end into bearing on the upstream of #2
PoorFill Scoured from behind #! crib
Not ApplicableHardware
PoorLog/Timber Cribs Some settling of the #1 crib upstream end and scouring along its face.
Not ApplicablePiles or Posts
PoorRiprap Large round poor gradation
PoorTie-backs Rotten and crushed
Not ApplicableWing Wall
APPROACHES
GoodAlignment
2Bridge Ahead Signs Missing
NoBrushing Required
0Delineator Missing Left(approaching structure)
0Delineator Missing Right(approaching structure)
NoneFender Condition
nonePosted Load Rating
PoorRoad Surface Sink hole at the bridge end @#1 approach
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 544 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001B
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K533 K533 EAST HOPE CREEK 2016/06/12
Log Stringer Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
DECK
Span 1
FairCurb Rail/Blocks/Posts
GoodDeck to Girder Bolts
GoodHardware
Not ApplicableHand Rails/Walkouts
PoorNails Exposed heads
PoorOverall Deck Condition Requires new running surface
PoorRunning Planks Rotten and failed
GoodSub Deck Creosote
GoodTies Creosote
SUPERSTRUCTURE
Span 1
GoodBracing
GoodDiaphrams
GoodGirders
Not ApplicableHardware
Not ApplicableUnder Trussing
CH
AN
NE
LH
AZ
AR
DS
Estimated Present Water Level Depth: Estimated Present Water Level Width:
Estimated High Water Level Clearance:
High Water: Debris:Scour: Aggradation:Ice:
Comment:
Yes Yes No Yes No
1.5
1.1 7.0
The creek is running hard onto the #1 rip rap and abutment, there is a high water escape/overflow to the south of
the armoured bank, see photo. Scouring has removed fill from under most of the #1 crib and caused it to settle. 6
m. along the face of a 8.5 m. wide crib. A debris dam has built up just below the bridge.
# Status Priority Estimate Description
1 $3,500.00 Full running deck required 1560 BF of 3" planksHighRequired
2 $1,500.00 Fill in #1 approach sink holeHighRequiredRE
PA
IRS
# Description
1 Monitor rot and settling or failure of crib
2 Fill erosionMO
NIT
OR
S
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 545 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001B
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K533 K533 EAST HOPE CREEK 2016/06/12
Log Stringer Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
GE
NE
RA
L Inspector's
Comment:
The creek is running hard onto the #1 abutment and rip rap, armouring of the upstream bank has been
successful to this point but the large poorly graded rip rap under the bridge and along the crib face has allowed
the fill to be come scoured. This has caused some settling of the upstream corner and a sink has developed in
the #1 approach fill.the crib face is scoured 6 m. of a 8.5 m. wide crib. This bridge may have to be longer in
length or shifted to the #1 approach. Elevated rot in the crib logs and sill as well as crushed rotten tiebacks
rotten deck planks all culminate in structures life.
Consider replacement of structure for industrial haul
Please post 5 tonnes load restriction due to scour on left abutment. Superstructure is in fair condition, but the
bridge appears to be too short for this crossing location and the channel migration that is occurring. Suggest a
GA design for replacement is required prior to industrial hauling activities.
PEng's
Comment:
GE
NE
RA
L
Professional Inspection Required? Report Status:No
Replacement Date for full log haul traffic (year): Replacement Date for light vehicle traffic (year): 2017 2025
Current Inspection Load Rating: Design Load GVW (tonnes): 68 Design Vehicle Config.: L75
Reviewed By Drew Alway on 1/13/2017 10:19:27AM
5
GE
NE
RA
L
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 546 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001B
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K534 K534 EAST HOPE CREEK 2016/06/12
Log Stringer Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
Inspector Name:
UTM Zone:
Total Length (metres):
Abutments (Left/Right): (looking downstream)Superstructure
Project File ID #:
KM:
Br.
User km:
Forest District:
Crossing Name: Next Inspection Date:
Crib, Log or Untreated Timber
UTM Easting:
# Spans:
Year Superstructure Installed:
Running Surface:Deck Type:
UTM Northing:
Span Length(s) (metres):
Unnamed 0.63 7.50 2018/06/12
9150 03 Cascades Natural Resource District
Steel I-beam
Timber - Untreated Timber Planks
12.3
10 503248 5607835
Ron Peace 1995
1
Access:
0
ABUTMENTS
PoorBearings #2 has extensive rot, monitor closely
Not ApplicableBracing
GoodBallast Wall
Not ApplicableCorrosion Protection
PoorCaps or Sills The #2 is rotten from both ends the upstream rot extends into the bearing area
GoodFill
GoodHardware
FairLog/Timber Cribs
Not ApplicablePiles or Posts
GoodRiprap
FairTie-backs
Not ApplicableWing Wall
APPROACHES
GoodAlignment
2Bridge Ahead Signs Missing Both missing
YesBrushing Required
0Delineator Missing Left(approaching structure)
0Delineator Missing Right(approaching structure)
NoneFender Condition Consider if used for industrial haul
nonePosted Load Rating
GoodRoad Surface
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 547 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001B
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K534 K534 EAST HOPE CREEK 2016/06/12
Log Stringer Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
DECK
Span 1
GoodCurb Rail/Blocks/Posts
GoodDeck to Girder Bolts
GoodHardware
Not ApplicableHand Rails/Walkouts
GoodNails
FairOverall Deck Condition Lower deck components are creosoted, running deck untreated full deck
PoorRunning Planks If used for industrial haul will require redecking
GoodSub Deck Creosote
GoodTies Creosote
SUPERSTRUCTURE
Span 1
GoodBracing
GoodDiaphrams
GoodGirders
Not ApplicableHardware
Not ApplicableUnder Trussing
CH
AN
NE
LH
AZ
AR
DS
Estimated Present Water Level Depth: Estimated Present Water Level Width:
Estimated High Water Level Clearance:
High Water: Debris:Scour: Aggradation:Ice:
Comment:
No No No No No
1.8
0.5 5.2
# Status Priority Estimate Description
1 $3,500.00 Requires deck of 3" planks 1560 bf.MediumRequired
2 $250.00 Brush out bridgeHighRequired
3 $400.00 Install bridge ahead signsLowRequired
RE
PA
IRS
# Description
1 The #2 is rotten from both ends the upstream rot extends into the bearing area. The #1 sill has les rot
MO
NIT
OR
S
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 548 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001B
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K534 K534 EAST HOPE CREEK 2016/06/12
Log Stringer Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
GE
NE
RA
L Inspector's
Comment:
Bridge requires bridge ahead signs and brushing. For industrial haul running deck will deteriorate quickly. The
#2 sill log is rotten from both ends primarily on the upstream end. This rot extends into the bearing area. The
#1 sillis less so.
PEng's
Comment:
GE
NE
RA
L
Professional Inspection Required? Report Status:No
Replacement Date for full log haul traffic (year): Replacement Date for light vehicle traffic (year): 2020 2025
Current Inspection Load Rating: Design Load GVW (tonnes): 68 Design Vehicle Config.: L75
Reviewed By Drew Alway on 1/13/2017 2:33:15PM
68
GE
NE
RA
L
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 549 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001B
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K914 K914 HOPE CREEK BR 05 2015/06/18
Log Stringer Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
Inspector Name:
UTM Zone:
Total Length (metres):
Abutments (Left/Right): (looking downstream)Superstructure
Project File ID #:
KM:
Br.
User km:
Forest District:
Crossing Name: Next Inspection Date:
Crib, Log or Untreated Timber
UTM Easting:
# Spans:
Year Superstructure Installed:
Running Surface:Deck Type:
UTM Northing:
Span Length(s) (metres):
Hope Cr 0.59 9.80 2017/06/18
9150 05 Cascades Natural Resource District
Log Stringers
Timber - Untreated Timber Planks
10.0
10 502378 5605808
Ron Peace 1995
1
Access:
0
ABUTMENTS
GoodBearings
Not ApplicableBracing
GoodBallast Wall
Not ApplicableCorrosion Protection
GoodCaps or Sills
GoodFill
Not ApplicableHardware
FairLog/Timber Cribs THe #1 crib is settled at the upstream end
Not ApplicablePiles or Posts
FairRiprap
GoodTie-backs
PoorWing Wall Rotten
APPROACHES
GoodAlignment
2Bridge Ahead Signs Missing Install bridge ahead signs
NoBrushing Required
0Delineator Missing Left(approaching structure)
0Delineator Missing Right(approaching structure)
NoneFender Condition
10Posted Load Rating Posted at inspection
GoodRoad Surface
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 550 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001B
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K914 K914 HOPE CREEK BR 05 2015/06/18
Log Stringer Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
DECK
Span 1
FairCurb Rail/Blocks/Posts Cabled log only cabled at curb ends, 300 mm. of top rot
Not ApplicableDeck to Girder Bolts
GoodHardware
Not ApplicableHand Rails/Walkouts
FairNails
PoorOverall Deck Condition Will not take industrial haul and will deteriorate quickly if use increases
PoorRunning Planks Rotten, dirty and failing
FairSub Deck
PoorTies Some are rotten and failing at both ends of the bridge
STRINGERS
Span 1
Stringer # Peeled Rot Depth
(Bottom)
Rot Depth
(Side)
Rot Depth
(Top)
Wood
Species
CommentsDiameter
or
Width X Depth
1 Stringer has rot at both ends that extends throug
the stringer, at mid span top rot is 200mm.
Yes 600 600 200 fir600
7 Rotted through on both ends and rot to core at mid
span. Those not noted had no significant rot. (see
Photo)
Yes 600 600 600 fir550
FairLog Curbs Cabled at both ends only, 300 mm. of top rot
Not ApplicableNeedle Beam(s) and Shims
CH
AN
NE
LH
AZ
AR
DS
Estimated Present Water Level Depth: Estimated Present Water Level Width:
Estimated High Water Level Clearance:
High Water: Debris:Scour: Aggradation:Ice:
Comment:
No No No No No
1.2
1.3 8.0
# Status Priority Estimate Description
1 $500.00 Install bridge ahead signsLowRequired
3 $40,000.00 survey and design for replacement if required for industrial useHighRequiredRE
PA
IRS
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 551 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001B
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K914 K914 HOPE CREEK BR 05 2015/06/18
Log Stringer Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
# Description
MO
NIT
OR
SG
EN
ER
AL Inspector's
Comment:
Notified Region of structure condition, Drew offered to notify the district and concerned users.Posted tructure
@ 10 tonnes.
structure already downgraded. Added repair for survey and design for replacement if required for industrial use.PEng's
Comment:
GE
NE
RA
L
Professional Inspection Required? Report Status:No
Replacement Date for full log haul traffic (year): Replacement Date for light vehicle traffic (year): 2015 2020
Current Inspection Load Rating: Design Load GVW (tonnes): 68 Design Vehicle Config.:
Reviewed By Drew Alway on 2/15/2016 12:22:03PM
68
GE
NE
RA
L
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 552 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001A
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K1392 K1392 NOEL CREEK 2015/06/17
Permanent Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
Inspector Name:
UTM Zone:
Total Length (metres):
Abutments (Left/Right): (looking downstream)Superstructure
Project File ID #:
KM:
Br.
User km:
Forest District:
Crossing Name: Next Inspection Date:
Steel Pipe and Precast Pad
UTM Easting:
# Spans:
Year Superstructure Installed:
Running Surface:Deck Type:
UTM Northing:
Span Length(s) (metres):
Noel Cr 0.47 0.80 2018/06/17
9177 01 Cascades Natural Resource District
Steel I-beam
Timber - Treated Timber Planks
21.3
10 513928 5623997
Ron Peace 2006
1
Access:
0
ABUTMENTS
GoodBearings
Not ApplicableBracing
GoodBallast Wall
Not ApplicableCorrosion Protection
GoodCaps or Sills
GoodFill
GoodHardware
Not ApplicablePiles or Posts
GoodRiprap
Not ApplicableWing Wall
APPROACHES
FairAlignment
0Bridge Ahead Signs Missing
NoBrushing Required
0Delineator Missing Left(approaching structure)
0Delineator Missing Right(approaching structure)
GoodFender Condition
GoodRoad Surface
DECK
Span 1
GoodCurb Rail/Blocks/Posts
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 553 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001A
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K1392 K1392 NOEL CREEK 2015/06/17
Permanent Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
GoodDeck to Girder Bolts
GoodHardware
Not ApplicableHand Rails/Walkouts
GoodNails
GoodOverall Deck Condition
GoodRunning Planks
GoodSub Deck Treated
GoodTies Treated
SUPERSTRUCTURE
Span 1
GoodBracing
GoodDiaphrams
GoodGirders
GoodHardware
Not ApplicableUnder Trussing
CH
AN
NE
LH
AZ
AR
DS
Estimated Present Water Level Depth: Estimated Present Water Level Width:
Estimated High Water Level Clearance:
High Water: Debris:Scour: Aggradation:Ice:
Comment:
No No No No No
1.2
1.0 11.2
# Status Priority Estimate Description
RE
PA
IRS
# Description
MO
NIT
OR
SG
EN
ER
AL Inspector's
Comment:
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 554 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001A
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K1392 K1392 NOEL CREEK 2015/06/17
Permanent Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
PEng's
Comment:
GE
NE
RA
L
Professional Inspection Required? Report Status:No
Replacement Date for full log haul traffic (year): Replacement Date for light vehicle traffic (year): 2055 2060
Current Inspection Load Rating: Design Load GVW (tonnes): 63 Design Vehicle Config.: BCL625
Reviewed By Drew Alway on 2/11/2016 1:09:11PM
63
GE
NE
RA
L
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 555 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001B
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K1393 K1393 NOEL CREEK 2015/06/17
Log Stringer Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
Inspector Name:
UTM Zone:
Total Length (metres):
Abutments (Left/Right): (looking downstream)Superstructure
Project File ID #:
KM:
Br.
User km:
Forest District:
Crossing Name: Next Inspection Date:
Crib, Log or Untreated Timber
UTM Easting:
# Spans:
Year Superstructure Installed:
Running Surface:Deck Type:
UTM Northing:
Span Length(s) (metres):
Noel Cr 5.01 5.40 2017/06/17
9177 01 Cascades Natural Resource District
Steel I-beam
Timber - Treated Timber Planks
27.4
10 513943 5620244
Ron Peace 2006
1
Access:
0
ABUTMENTS
GoodBearings
Not ApplicableBracing
GoodBallast Wall
Not ApplicableCorrosion Protection
GoodCaps or Sills
GoodFill
GoodHardware
GoodLog/Timber Cribs Lefrt in place from old structure, for erosion controll only
Not ApplicablePiles or Posts
GoodRiprap
GoodTie-backs
Not ApplicableWing Wall
APPROACHES
FairAlignment Tight corner at The #1 approach, steep down onto the bridge as well
0Bridge Ahead Signs Missing
YesBrushing Required
0Delineator Missing Left(approaching structure)
0Delineator Missing Right(approaching structure)
GoodFender Condition
FairRoad Surface Rough and rutted at the #1
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 556 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001B
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K1393 K1393 NOEL CREEK 2015/06/17
Log Stringer Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
DECK
Span 1
GoodCurb Rail/Blocks/Posts
GoodDeck to Girder Bolts
GoodHardware
Not ApplicableHand Rails/Walkouts
GoodNails
GoodOverall Deck Condition
GoodRunning Planks
GoodSub Deck
GoodTies
SUPERSTRUCTURE
Span 1
GoodBracing
GoodDiaphrams
GoodGirders
GoodHardware
Not ApplicableUnder Trussing
CH
AN
NE
LH
AZ
AR
DS
Estimated Present Water Level Depth: Estimated Present Water Level Width:
Estimated High Water Level Clearance:
High Water: Debris:Scour: Aggradation:Ice:
Comment:
No No No No No
3.7
1.0 10.0
# Status Priority Estimate Description
1 $100.00 Brush around bridgeLowComplete
RE
PA
IRS
# Description
1 Road at top of hill at the high chain is rough and a small slump has blocked the ditch and flowed onto the road.
Continue to monitor unstable terain.
MO
NIT
OR
S
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 557 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001B
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K1393 K1393 NOEL CREEK 2015/06/17
Log Stringer Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
GE
NE
RA
L Inspector's
Comment:
Road at top of hill at the high chain is rough and a small slump has blocked the ditch and flowed onto the road
PEng's
Comment:
GE
NE
RA
L
Professional Inspection Required? Report Status:No
Replacement Date for full log haul traffic (year): Replacement Date for light vehicle traffic (year): 2040 2060
Current Inspection Load Rating: Design Load GVW (tonnes): 63 Design Vehicle Config.: CL625
Reviewed By Drew Alway on 2/11/2016 1:12:02PM
63
GE
NE
RA
L
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 558 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001B
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K1394 K1394 NOEL CREEK 2016/06/12
Log Stringer Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
Inspector Name:
UTM Zone:
Total Length (metres):
Abutments (Left/Right): (looking downstream)Superstructure
Project File ID #:
KM:
Br.
User km:
Forest District:
Crossing Name: Next Inspection Date:
Concrete Precast
UTM Easting:
# Spans:
Year Superstructure Installed:
Running Surface:Deck Type:
UTM Northing:
Span Length(s) (metres):
Noel Cr 7.44 7.90 2018/06/12
9177 01 Cascades Natural Resource District
Steel I-beam
Timber - Treated Not Available
27.4
10 513853 5618488
Ron Peace 2006
1
Access:
0
ABUTMENTS
GoodBearings
Not ApplicableBracing
GoodBallast Wall
GoodConcrete Precast
Not ApplicableCorrosion Protection
GoodCaps or Sills
GoodFill
GoodHardware
Not ApplicablePiles or Posts
FairRiprap
Not ApplicableWing Wall
APPROACHES
FairAlignment Steep and very sharp corner at the #2 approach
0Bridge Ahead Signs Missing
NoBrushing Required
0Delineator Missing Left(approaching structure)
0Delineator Missing Right(approaching structure)
FairFender Condition Unsecured logs but very large
nonePosted Load Rating
GoodRoad Surface
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 559 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001B
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K1394 K1394 NOEL CREEK 2016/06/12
Log Stringer Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
DECK
Span 1
GoodCurb Rail/Blocks/Posts
GoodDeck to Girder Bolts
GoodHardware
Not ApplicableHand Rails/Walkouts
GoodNails
GoodOverall Deck Condition
GoodRunning Planks
GoodSub Deck
GoodTies
SUPERSTRUCTURE
Span 1
GoodBracing
GoodDiaphrams
GoodGirders
GoodHardware
Not ApplicableUnder Trussing
CH
AN
NE
LH
AZ
AR
DS
Estimated Present Water Level Depth: Estimated Present Water Level Width:
Estimated High Water Level Clearance:
High Water: Debris:Scour: Aggradation:Ice:
Comment:
No No No No No
3.3
1.3 11.1
# Status Priority Estimate Description
RE
PA
IRS
# Description
MO
NIT
OR
S
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 560 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001B
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K1394 K1394 NOEL CREEK 2016/06/12
Log Stringer Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
GE
NE
RA
L Inspector's
Comment:
PEng's
Comment:
GE
NE
RA
L
Professional Inspection Required? Report Status:No
Replacement Date for full log haul traffic (year): Replacement Date for light vehicle traffic (year): 2051 2056
Current Inspection Load Rating: Design Load GVW (tonnes): 63 Design Vehicle Config.: CL625
Reviewed By Drew Alway on 12/6/2016 2:32:30PM
63
GE
NE
RA
L
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 561 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001B
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:PS-029 K1300 NOEL CREEK-WEST 2016/06/12
Log Stringer Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
Inspector Name:
UTM Zone:
Total Length (metres):
Abutments (Left/Right): (looking downstream)Superstructure
Project File ID #:
KM:
Br.
User km:
Forest District:
Crossing Name: Next Inspection Date:
Concrete Lock Blocks
UTM Easting:
# Spans:
Year Superstructure Installed:
Running Surface:Deck Type:
UTM Northing:
Span Length(s) (metres):
Noel Cr 0.14 8.30 2018/06/12
9177 02 Cascades Natural Resource District
Steel I-beam
Timber - Untreated - Panels Timber Planks
20.0
10 513944 5617873
Ron Peace 2014
1
Access:
19.4
ABUTMENTS
GoodBearings
Not ApplicableBracing
GoodBallast Wall
GoodConcrete Lock Blocks
Not ApplicableCorrosion Protection
GoodCaps or Sills Treated Timber
GoodFill
GoodHardware
Not ApplicablePiles or Posts
FairRiprap
Not ApplicableWing Wall
APPROACHES
FairAlignment Steep at the #1 approach with a slight curve as well
0Bridge Ahead Signs Missing
NoBrushing Required
0Delineator Missing Left(approaching structure)
0Delineator Missing Right(approaching structure)
FairFender Condition Unsecured logs
20Posted Load Rating
FairRoad Surface
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 562 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001B
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:PS-029 K1300 NOEL CREEK-WEST 2016/06/12
Log Stringer Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
DECK
Span 1
FairCurb Rail/Blocks/Posts
GoodDeck to Girder Bolts Clips
GoodHardware
Not ApplicableHand Rails/Walkouts
GoodNails
FairOverall Deck Condition
FairRunning Planks Some rot pockets near through, if used extensively will require at a minumum 6 - 10'
4x10" planks
UnratedSub Deck None
FairTies
SUPERSTRUCTURE
Span 1
GoodBracing
GoodDiaphrams
FairGirders Extensive rusting and spall of flang and web, up to 5 mm.
Not ApplicableHardware
Not ApplicableUnder Trussing
CH
AN
NE
LH
AZ
AR
DS
Estimated Present Water Level Depth: Estimated Present Water Level Width:
Estimated High Water Level Clearance:
High Water: Debris:Scour: Aggradation:Ice:
Comment:
No No No No No
2.9
0.9 6.2
# Status Priority Estimate Description
1 $500.00 Some rot pockets near through, if used extensively will require at a
minumum 6 - 10' 4x10" planks
MediumRequired
RE
PA
IRS
# Description
MO
NIT
OR
S
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 563 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001B
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:PS-029 K1300 NOEL CREEK-WEST 2016/06/12
Log Stringer Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
GE
NE
RA
L Inspector's
Comment:
The structure is posted @ 20 Tonnes. The rust and spall of the web and flange is up to 5 mm. deep
PEng's
Comment:
GE
NE
RA
L
Professional Inspection Required? Report Status:No
Replacement Date for full log haul traffic (year): Replacement Date for light vehicle traffic (year): 2044 2049
Current Inspection Load Rating: Design Load GVW (tonnes): 68 Design Vehicle Config.: L75
Reviewed By Drew Alway on 2/6/2017 3:17:13PM
20
GE
NE
RA
L
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 564 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001A
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K490 K490 UPPER COLDWATER 2016/06/27
Permanent Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
Inspector Name:
UTM Zone:
Total Length (metres):
Abutments (Left/Right): (looking downstream)Superstructure
Project File ID #:
KM:
Br.
User km:
Forest District:
Crossing Name: Next Inspection Date:
Concrete Lock Blocks
UTM Easting:
# Spans:
Year Superstructure Installed:
Running Surface:Deck Type:
UTM Northing:
Span Length(s) (metres):
Coldwater R 1.40 1.40 2019/06/27
9279 01 Cascades Natural Resource District
Concrete Box Beam
Concrete Concrete
15.0
10 642165 5501153
Ron Peace 1991
1
Access:
14.4
ABUTMENTS
GoodBearings
Not ApplicableBracing
UnratedBallast Wall None
GoodConcrete Lock Blocks
Not ApplicableCorrosion Protection
GoodCaps or Sills
GoodFill
Not ApplicableHardware
Not ApplicablePiles or Posts
FairRiprap Some erosion, seems to be functioning well
Not ApplicableWing Wall
APPROACHES
GoodAlignment
0Bridge Ahead Signs Missing
NoBrushing Required
0Delineator Missing Left
INstalled at inspection(approaching structure)
0Delineator Missing Right
Installed at inspection(approaching structure)
GoodFender Condition
nonePosted Load Rating
FairRoad Surface May require fill at the #2 downstream corner, material has been pulled down by
ATV's
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 565 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001A
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K490 K490 UPPER COLDWATER 2016/06/27
Permanent Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
DECK
Span 1
UnratedConcrete Deck Covered in gravel
GoodCurb Rail/Blocks/Posts
Not ApplicableDeck Joints
Not ApplicableGrout Pockets
GoodHardware
Not ApplicableHand Rails/Walkouts
GoodOverall Deck Condition
FairRunning Surface Potholed and uneven
SUPERSTRUCTURE
Span 1
Not ApplicableBracing
Not ApplicableHardware
UnratedWelded/grouted shear connectors Covered in gravel
CH
AN
NE
LH
AZ
AR
DS
Estimated Present Water Level Depth: Estimated Present Water Level Width:
Estimated High Water Level Clearance:
High Water: Debris:Scour: Aggradation:Ice:
Comment:
No No No No No
1.8
1.3 6.0
# Status Priority Estimate Description
1 $1,000.00 May require fill at the #2 downstream corner, material has been pulled
down by ATV's
LowRequired
RE
PA
IRS
# Description
1 Continue to momitor rip rap
MO
NIT
OR
SG
EN
ER
AL Inspector's
Comment:
May require fill at the #2 downstream corner, material has been pulled down by ATV's
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 566 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001A
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K490 K490 UPPER COLDWATER 2016/06/27
Permanent Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
Reviewed fabrication details, noted accurate loading. GMC sign off on installation.PEng's
Comment:
GE
NE
RA
L
Professional Inspection Required? Report Status:No
Replacement Date for full log haul traffic (year): Replacement Date for light vehicle traffic (year): 2041 2046
Current Inspection Load Rating: Design Load GVW (tonnes): 55 Design Vehicle Config.: L60
Reviewed By Drew Alway on 1/13/2017 9:40:47AM
55
GE
NE
RA
L
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 567 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001A
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K479 K479 UPPER COLDWATER 2016/06/27
Permanent Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
Inspector Name:
UTM Zone:
Total Length (metres):
Abutments (Left/Right): (looking downstream)Superstructure
Project File ID #:
KM:
Br.
User km:
Forest District:
Crossing Name: Next Inspection Date:
Concrete Precast
UTM Easting:
# Spans:
Year Superstructure Installed:
Running Surface:Deck Type:
UTM Northing:
Span Length(s) (metres):
Unnamed 6.48 4.90 2019/06/27
9279 01 Cascades Natural Resource District
Steel I-beam
Timber - Untreated Timber Planks
11.0
10 639154 5500723
Ron Peace 1987
1
5.6 by km. markers.Access:
0
ABUTMENTS
GoodBearings Covered in gravel
Not ApplicableBracing
GoodBallast Wall
UnratedConcrete Precast None
Not ApplicableCorrosion Protection
FairCaps or Sills Covered in debris and gravel
GoodFill
GoodHardware
Not ApplicablePiles or Posts
PoorRiprap A shallow layer was placed over geotextile, some has slipped off
Not ApplicableWing Wall
APPROACHES
FairAlignment Surface water off the #1 approach flows onto and over the bridge
0Bridge Ahead Signs Missing
NoBrushing Required
0Delineator Missing Left(approaching structure)
0Delineator Missing Right(approaching structure)
GoodFender Condition
nonePosted Load Rating
FairRoad Surface Surface water runs onto the bridge
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 568 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001A
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K479 K479 UPPER COLDWATER 2016/06/27
Permanent Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
DECK
Span 1
GoodCurb Rail/Blocks/Posts
GoodDeck to Girder Bolts
GoodHardware Curb bolts not countersunk
Not ApplicableHand Rails/Walkouts
GoodNails
GoodOverall Deck Condition
GoodRunning Planks
UnratedSub Deck None
GoodTies
SUPERSTRUCTURE
Span 1
GoodBracing
GoodDiaphrams
GoodGirders Dirty flanges
Not ApplicableHardware
Not ApplicableUnder Trussing
CH
AN
NE
LH
AZ
AR
DS
Estimated Present Water Level Depth: Estimated Present Water Level Width:
Estimated High Water Level Clearance:
High Water: Debris:Scour: Aggradation:Ice:
Comment:
No Yes No No No
2.0
0.2 2.6
A shallow layer was placed over geotextile, some has slipped off
# Status Priority Estimate Description
1 $1,000.00 Water bar or reslope the #1 approach to remove surrface water from the
bridge
MediumRequired
2 $350.00 Clean sills bearing and girder flangesHighRequired
RE
PA
IRS
# Description
1 Monitor rip rap erposion, appears stable from last innspection
MO
NIT
OR
S
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 569 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001A
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K479 K479 UPPER COLDWATER 2016/06/27
Permanent Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
GE
NE
RA
L Inspector's
Comment:
This structure has been redecked
PEng's
Comment:
GE
NE
RA
L
Professional Inspection Required? Report Status:No
Replacement Date for full log haul traffic (year): Replacement Date for light vehicle traffic (year): 2037 2042
Current Inspection Load Rating: Design Load GVW (tonnes): 55 Design Vehicle Config.: L60
Reviewed By Drew Alway on 1/11/2017 4:00:58PM
55
GE
NE
RA
L
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 570 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001A
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K475 K475 UPPER COLDWATER 2016/06/27
Permanent Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
Inspector Name:
UTM Zone:
Total Length (metres):
Abutments (Left/Right): (looking downstream)Superstructure
Project File ID #:
KM:
Br.
User km:
Forest District:
Crossing Name: Next Inspection Date:
Concrete Precast
UTM Easting:
# Spans:
Year Superstructure Installed:
Running Surface:Deck Type:
UTM Northing:
Span Length(s) (metres):
Little Douglas Cr 5.44 6.60 2019/06/27
9279 01 Cascades Natural Resource District
Steel I-beam
Timber - Treated Timber Planks
16.3
10 637692 5500482
Ron Peace 1992
1
Access:
0
ABUTMENTS
GoodBearings
Not ApplicableBracing
GoodBallast Wall
GoodConcrete Precast
Not ApplicableCorrosion Protection
GoodCaps or Sills
GoodFill
GoodHardware
Not ApplicablePiles or Posts
GoodRiprap
Not ApplicableWing Wall
APPROACHES
GoodAlignment
0Bridge Ahead Signs Missing
YesBrushing Required
0Delineator Missing Left(approaching structure)
0Delineator Missing Right(approaching structure)
GoodFender Condition
nonePosted Load Rating
GoodRoad Surface
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 571 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001A
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K475 K475 UPPER COLDWATER 2016/06/27
Permanent Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
DECK
Span 1
GoodCurb Rail/Blocks/Posts
GoodDeck to Girder Bolts
GoodHardware
Not ApplicableHand Rails/Walkouts
GoodNails
GoodOverall Deck Condition
GoodRunning Planks
GoodSub Deck
GoodTies
SUPERSTRUCTURE
Span 1
GoodBracing
GoodDiaphrams
GoodGirders
Not ApplicableHardware
Not ApplicableUnder Trussing
CH
AN
NE
LH
AZ
AR
DS
Estimated Present Water Level Depth: Estimated Present Water Level Width:
Estimated High Water Level Clearance:
High Water: Debris:Scour: Aggradation:Ice:
Comment:
No No No No No
1.6
0.3 6.0
# Status Priority Estimate Description
RE
PA
IRS
# Description
MO
NIT
OR
S
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 572 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001A
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K475 K475 UPPER COLDWATER 2016/06/27
Permanent Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
GE
NE
RA
L Inspector's
Comment:
Structure has been redecked recently
PEng's
Comment:
GE
NE
RA
L
Professional Inspection Required? Report Status:No
Replacement Date for full log haul traffic (year): Replacement Date for light vehicle traffic (year): 2042 2047
Current Inspection Load Rating: Design Load GVW (tonnes): 54 Design Vehicle Config.: L60
Reviewed By Drew Alway on 1/11/2017 3:56:43PM
55
GE
NE
RA
L
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 573 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001A
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K659 K659 COPPER CREEK FSR 2015/06/25
Permanent Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
Inspector Name:
UTM Zone:
Total Length (metres):
Abutments (Left/Right): (looking downstream)Superstructure
Project File ID #:
KM:
Br.
User km:
Forest District:
Crossing Name: Next Inspection Date:
Steel Pipe and Precast Pad
UTM Easting:
# Spans:
Year Superstructure Installed:
Running Surface:Deck Type:
UTM Northing:
Span Length(s) (metres):
Copper Cr #1 2.68 4.30 2018/06/25
9362 01 Cascades Natural Resource District
Steel I-beam
Concrete Concrete
18.4
10 674723 5452032
Ron Peace 1993
1
Access:
0
ABUTMENTS
GoodBearings
GoodBracing
GoodBallast Wall
Not ApplicableCorrosion Protection
GoodCaps or Sills
GoodFill
GoodHardware
GoodPiles or Posts
GoodRiprap
Not ApplicableWing Wall
APPROACHES
GoodAlignment
0Bridge Ahead Signs Missing
NoBrushing Required
0Delineator Missing Left(approaching structure)
0Delineator Missing Right(approaching structure)
NoneFender Condition
nonePosted Load Rating
GoodRoad Surface
DECK
Span 1
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 574 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001A
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K659 K659 COPPER CREEK FSR 2015/06/25
Permanent Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
GoodConcrete Deck
GoodCurb Rail/Blocks/Posts
GoodDeck Joints
GoodGrout Pockets
GoodHardware
Not ApplicableHand Rails/Walkouts
GoodOverall Deck Condition
GoodRunning Surface
SUPERSTRUCTURE
Span 1
GoodBracing
GoodDiaphrams
GoodGirders
GoodHardware
Not ApplicableUnder Trussing
CH
AN
NE
LH
AZ
AR
DS
Estimated Present Water Level Depth: Estimated Present Water Level Width:
Estimated High Water Level Clearance:
High Water: Debris:Scour: Aggradation:Ice:
Comment:
No No No No No
1.7
0.3 9.9
# Status Priority Estimate Description
RE
PA
IRS
# Description
MO
NIT
OR
SG
EN
ER
AL Inspector's
Comment:
Newer curbs and risers, curb bolts not countersunk
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 575 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001A
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K659 K659 COPPER CREEK FSR 2015/06/25
Permanent Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
PEng's
Comment:
GE
NE
RA
L
Professional Inspection Required? Report Status:No
Replacement Date for full log haul traffic (year): Replacement Date for light vehicle traffic (year): 2043 2048
Current Inspection Load Rating: Design Load GVW (tonnes): 0 Design Vehicle Config.:
Accepted By Drew Alway on 7/13/2015 1:10:40PM
68
GE
NE
RA
L
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 576 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001A
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K658 K658 SUNDAY SUMMIT 2015/06/25
Permanent Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
Inspector Name:
UTM Zone:
Total Length (metres):
Abutments (Left/Right): (looking downstream)Superstructure
Project File ID #:
KM:
Br.
User km:
Forest District:
Crossing Name: Next Inspection Date:
Steel Pipe and Precast Pad
UTM Easting:
# Spans:
Year Superstructure Installed:
Running Surface:Deck Type:
UTM Northing:
Span Length(s) (metres):
Copper Cr #2 18.61 18.00 2018/06/25
9397 01 Cascades Natural Resource District
Steel I-beam
Concrete Concrete
18.0
10 668754 5451484
Ron Peace 1993
1
Access:
0
ABUTMENTS
GoodBearings
GoodBracing
GoodBallast Wall
GoodCorrosion Protection
GoodCaps or Sills
GoodFill
GoodHardware
GoodPiles or Posts
GoodRiprap
Not ApplicableWing Wall
APPROACHES
GoodAlignment
0Bridge Ahead Signs Missing
NoBrushing Required
0Delineator Missing Left(approaching structure)
0Delineator Missing Right(approaching structure)
NoneFender Condition
nonePosted Load Rating
FairRoad Surface
DECK
Span 1
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 577 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001A
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K658 K658 SUNDAY SUMMIT 2015/06/25
Permanent Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
GoodConcrete Deck
PoorCurb Rail/Blocks/Posts Extensive rot failing
FairDeck Joints See repair item
FairGrout Pockets Two of the grout pockets at the #1 end, upstream side are deficiant, see photo
GoodHardware
Not ApplicableHand Rails/Walkouts
FairOverall Deck Condition
GoodRunning Surface
SUPERSTRUCTURE
Span 1
GoodBracing
GoodDiaphrams
GoodGirders
GoodHardware
Not ApplicableUnder Trussing
CH
AN
NE
LH
AZ
AR
DS
Estimated Present Water Level Depth: Estimated Present Water Level Width:
Estimated High Water Level Clearance:
High Water: Debris:Scour: Aggradation:Ice:
Comment:
No No No No No
1.6
0.2 9.0
# Status Priority Estimate Description
1 $200.00 Fill four of the grout pockets at the #1 end, upstream side are deficiant,
see photo
LowComplete
2 $6,500.00 Curbs and risers have extensive rot, some risers failing. in total 1783 Bf
of 10x10" timber, includes 18-24" and 18-36" riser blocks
HighComplete
3 $200.00 Brush out bridge - Completed by Deverell Contractin Ltd.MediumComplete
RE
PA
IRS
# Description
MO
NIT
OR
S
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 578 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001A
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K658 K658 SUNDAY SUMMIT 2015/06/25
Permanent Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
GE
NE
RA
L Inspector's
Comment:
Four of the grout pockets at are deficiant, see photo. the curbs and risers are in poor condition.
DA I professionally inspected this structure in July 2014 and provided a repair prescription for the grout pocket
issues to BCTS. Works still to be completed.
PEng's
Comment:
GE
NE
RA
L
Professional Inspection Required? Report Status:No
Replacement Date for full log haul traffic (year): Replacement Date for light vehicle traffic (year): 2043 2048
Current Inspection Load Rating: Design Load GVW (tonnes): 0 Design Vehicle Config.:
Accepted By Drew Alway on 7/16/2015 10:46:44AM
68
GE
NE
RA
L
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 579 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001A
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K631 K631 SUNDAY SUMMIT 2015/06/25
Permanent Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
Inspector Name:
UTM Zone:
Total Length (metres):
Abutments (Left/Right): (looking downstream)Superstructure
Project File ID #:
KM:
Br.
User km:
Forest District:
Crossing Name: Next Inspection Date:
Steel Pipe and Precast Pad
UTM Easting:
# Spans:
Year Superstructure Installed:
Running Surface:Deck Type:
UTM Northing:
Span Length(s) (metres):
Unnamed 22.81 23.00 2018/06/25
9397 01 Cascades Natural Resource District
Concrete Box Beam
Concrete Concrete
12.0
10 666768 5448329
Ron Peace 2002
1
Access:
0
ABUTMENTS
GoodBearings
GoodBracing
GoodBallast Wall
Not ApplicableCorrosion Protection
GoodCaps or Sills
PoorFill Settled nad sink hole at the #2 approach, likely due lack of compaction
Not ApplicableHardware
GoodPiles or Posts
GoodRiprap
Not ApplicableWing Wall
APPROACHES
PoorAlignment Grade of bridge does not match well with approaches. Junction at the #1 approach.
2Bridge Ahead Signs Missing
NoBrushing Required
0Delineator Missing Left(approaching structure)
0Delineator Missing Right(approaching structure)
NoneFender Condition
nonePosted Load Rating
PoorRoad Surface Have grader bar or shape appraoches to divert surface water from eroding fill at
bridge corners
DECK
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 580 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001A
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K631 K631 SUNDAY SUMMIT 2015/06/25
Permanent Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
Span 1
FairConcrete Deck
GoodCurb Rail/Blocks/Posts
FairDeck Joints
Not ApplicableGrout Pockets
GoodHardware
Not ApplicableHand Rails/Walkouts
GoodOverall Deck Condition
FairRunning Surface Some surface damage from equipment track ice lugs
SUPERSTRUCTURE
Span 1
Not ApplicableBracing
Not ApplicableHardware
GoodWelded/grouted shear connectors
CH
AN
NE
LH
AZ
AR
DS
Estimated Present Water Level Depth: Estimated Present Water Level Width:
Estimated High Water Level Clearance:
High Water: Debris:Scour: Aggradation:Ice:
Comment:
No No No No No
2.5
0.1 2.5
# Status Priority Estimate Description
1 $1,000.00 Fill Settled sink hole at the #2 approach, likely due lack of compaction -
Completed by Deverell Contracting Ltd.
HighComplete
2 $500.00 Install bridge ahead sign at high chainLowComplete
3 $200.00 Have grader bar or shape appraoches to divert surface water from
eroding fill at bridge corners. - Completed by Deverell Contracting Ltd.
(excavator).
DA requires at minimum four loads of fill placed at all four corners of the
ballast walls.
MediumComplete
RE
PA
IRS
# Description
MO
NIT
OR
S
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 581 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001A
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K631 K631 SUNDAY SUMMIT 2015/06/25
Permanent Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
GE
NE
RA
L Inspector's
Comment:
This structure is on a 4-5% grade roughly matching the #2 approach (low chain) but the grade rises up off the
bridge at 6%. the bridge requires approach fill.
DA I inspected this structure in July 2014. Recommend that approaches have water bars installed when not
industrial hauling. As surface water management is a problem for this structure. The structure also requires at
least four loads of approach fill added to all four corners of the wing-walls, which have either eroded away or
settled.
PEng's
Comment:
GE
NE
RA
L
Professional Inspection Required? Report Status:No
Replacement Date for full log haul traffic (year): Replacement Date for light vehicle traffic (year): 2045 2050
Current Inspection Load Rating: Design Load GVW (tonnes): 0 Design Vehicle Config.:
Accepted By Drew Alway on 7/16/2015 11:26:15AM
68
GE
NE
RA
L
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 582 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001A
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:WO-1871 K1482 RESERVOIR 2015/06/12
Permanent Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
Inspector Name:
UTM Zone:
Total Length (metres):
Abutments (Left/Right): (looking downstream)Superstructure
Project File ID #:
KM:
Br.
User km:
Forest District:
Crossing Name: Next Inspection Date:
Steel Pipe and Precast Pad
UTM Easting:
# Spans:
Year Superstructure Installed:
Running Surface:Deck Type:
UTM Northing:
Span Length(s) (metres):
Reservoir Lake Crk 0.56 3.53 2018/06/12
9764 05 Cascades Natural Resource District
Steel I-beam
Timber - Untreated Timber Planks
15.3
10 701193 5531063
Ron Peace 2010
1
Access:
14.8
ABUTMENTS
GoodBearings
GoodBracing
GoodBallast Wall
GoodCorrosion Protection
GoodCaps or Sills
FairFill Light easily eroded
GoodGeneral Abutment Condition
GoodHardware
GoodPiles or Posts
GoodRiprap
Not ApplicableWing Wall
APPROACHES
GoodAlignment
0Bridge Ahead Signs Missing
NoBrushing Required
0Delineator Missing Left(approaching structure)
0Delineator Missing Right(approaching structure)
GoodFender Condition
GoodRoad Surface
DECK
Span 1
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 583 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001A
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:WO-1871 K1482 RESERVOIR 2015/06/12
Permanent Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
GoodCurb Rail/Blocks/Posts
FairDeck to Girder Bolts No lag washers
GoodHardware
Not ApplicableHand Rails/Walkouts
GoodNails
GoodOverall Deck Condition
GoodRunning Planks
GoodSub Deck
GoodTies
SUPERSTRUCTURE
Span 1
GoodBracing
GoodDiaphrams
GoodGirders
GoodHardware
Not ApplicableUnder Trussing
CH
AN
NE
LH
AZ
AR
DS
Estimated Present Water Level Depth: Estimated Present Water Level Width:
Estimated High Water Level Clearance:
High Water: Debris:Scour: Aggradation:Ice:
Comment:
No No No No No
1.6
0.2 6.7
# Status Priority Estimate Description
1 $200.00 Clean bridge flangesLowRequired
2 $500.00 repair damaged culvert end at the #1 approach see photo. The cross
drain culvert at the#1 approach has a crushed end, which has caused the
culvert to silt up and not run freely. It appears that concerns from the
previous inspection were addressed with exception of the fore noted.
MediumRequiredRE
PA
IRS
# Description
1 Approach culvert siltation
MO
NIT
OR
S
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 584 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001A
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:WO-1871 K1482 RESERVOIR 2015/06/12
Permanent Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
GE
NE
RA
L Inspector's
Comment:
The cross drain culvert at the#1 approach has a crushed end, which has caused the culvert to silt up and not
run freely. It appears that concerns from the previous inspection were addressed with exception of the fore
noted. The structure does not have a tag.
PEng's
Comment:
GE
NE
RA
L
Professional Inspection Required? Report Status:No
Replacement Date for full log haul traffic (year): Replacement Date for light vehicle traffic (year): 2050
Current Inspection Load Rating: Design Load GVW (tonnes): 68 Design Vehicle Config.: L75
Reviewed By Drew Alway on 2/15/2016 1:24:01PM
68
GE
NE
RA
L
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 585 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001A
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K1168 K1168 9856 2011/10/19
Permanent Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
Inspector Name:
UTM Zone:
Total Length (metres):
Abutments (Left/Right): (looking downstream)Superstructure
Project File ID #:
KM:
Br.
User km:
Forest District:
Crossing Name: Next Inspection Date:
Steel Pipe and Precast Pad
UTM Easting:
# Spans:
Year Superstructure Installed:
Running Surface:Deck Type:
UTM Northing:
Span Length(s) (metres):
Tommy Cr 0.62 1.50 2014/10/19
9856 01 Cascades Natural Resource District
Steel I-beam
Timber - Treated Timber Planks
23.6
10 533550 5632230
Shane Stockwell 2000
1
Barge across Carpenter LakeAccess:
0
CH
AN
NE
LH
AZ
AR
DS
Estimated Present Water Level Depth: Estimated Present Water Level Width:
Estimated High Water Level Clearance:
High Water: Debris:Scour: Aggradation:Ice:
Comment:
No No No No No
0.0
# Status Priority Estimate Description
RE
PA
IRS
# Description
MO
NIT
OR
SG
EN
ER
AL Inspector's
Comment:
Heli access
Refer to Inspection Comments for historical PEng CommentsPEng's
Comment:
GE
NE
RA
L
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 586 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001A
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K1168 K1168 9856 2011/10/19
Permanent Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
Professional Inspection Required? Report Status:No
Replacement Date for full log haul traffic (year): Replacement Date for light vehicle traffic (year): 2045 2050
Current Inspection Load Rating: Design Load GVW (tonnes): 0 Design Vehicle Config.:
Accepted By Drew Alway on 1/28/2014 12:00:00AM
68
GE
NE
RA
L
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 587 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001D
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K1304 K1304 9856 2011/10/19
Woodbox/Log Culvert Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
Inlet Cover (mm):
Culvert Length (metres):
UTM Northing:
Opening Width (mm):
Culvert Material:
Outlet Cover (mm):
Gradient (%):
UTM Easting:
Opening Height (mm):
UTM Zone:
Footing Type:
Culvert Type:
Inspector Name:
KM:
Project File ID #:
User km:
Br.
Crossing Name:
Forest District:
Next Inspection Date:Unnamed 6.53 2.70 2013/10/19
9856 01 Cascades Natural Resource District
Box Log
1,000 1,000
0.0
10.0 2,000 4,000
10 533649 5629658
Shane Stockwell 2001
Access:
Year Superstructure Installed:
CH
AN
NE
LH
AZ
AR
DS
Estimated Present Water Level Depth: Estimated Present Water Level Width:
Estimated High Water Level Clearance:
High Water: Debris:Scour: Aggradation:Ice:
Comment:
No No No No No
0.0
0.0 0.0
# Status Priority Estimate Description
RE
PA
IRS
# Description
MO
NIT
OR
SG
EN
ER
AL Inspector's
Comment:
Heli access required MRF 2011
Refer to Inspection Comments for historical PEng CommentsPEng's
Comment:
GE
NE
RA
L
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 588 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001D
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K1304 K1304 9856 2011/10/19
Woodbox/Log Culvert Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
Professional Inspection Required? Report Status:No
Replacement Date for full log haul traffic (year): Replacement Date for light vehicle traffic (year): 2016 2021
Current Inspection Load Rating: Design Load GVW (tonnes): 0 Design Vehicle Config.:
Accepted By Drew Alway on 12/5/2011 12:00:00AM
0
GE
NE
RA
L
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 589 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001B
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K552 K552 TEXAS CREEK 2007/07/12
Log Stringer Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
Inspector Name:
UTM Zone:
Total Length (metres):
Abutments (Left/Right): (looking downstream)Superstructure
Project File ID #:
KM:
Br.
User km:
Forest District:
Crossing Name: Next Inspection Date:
Crib, Log or Untreated Timber
UTM Easting:
# Spans:
Year Superstructure Installed:
Running Surface:Deck Type:
UTM Northing:
Span Length(s) (metres):
Texas #2 2.03 2.20 2008/07/01
R15756 233.1 Cascades Natural Resource District
Log Stringers
Timber - Untreated Timber Planks
10.6
10 582330 5599688
Ron Peace 1983
1
Access:
0
ABUTMENTS
Not ApplicableBracing No Comment Available -Converter.RSI
FairBallast Wall No Comment Available -Converter.RSI
FairCaps or Sills No Comment Available -Converter.RSI
FairFill FILL: At the low chain downstream corner of the bridge the fill has stress cracks to
the edge of the road due to failing wing wall. Failure is due to rot and erosion..
COVERFILL: No Comment Available -Converter.RSI.
PoorTie-backs The low chain top crib log (sill) has no tiebacks.
PoorWing Wall The low chain downstream is rotten and failing.
APPROACHES
GoodAlignment No Comment Available -Converter.RSI
0Bridge Ahead Signs Missing no bridge ahead signs, bridge is posted @ 2 tonnes
YesBrushing Required No Comment Available -Converter.RSI
0Delineator Missing Left
The low chain downstream and the high chain upstream are missing.(approaching structure)
0Delineator Missing Right
The low chain downstream and the high chain upstream are missing.(approaching structure)
no bridge ahead signs, bridge is posted @ 2 tonnesPosted Load Rating no bridge ahead signs, bridge is posted @ 2 tonnes
DECK
Span 1
FairCurb Rail/Blocks/Posts Extensive rot.
Not ApplicableHardware HW: No Comment Available -Converter.RSI. RIV: No Comment Available
-Converter.RSI.
GoodNails No Comment Available -Converter.RSI
GoodRunning Surface No Comment Available -Converter.RSI
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 590 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001B
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K552 K552 TEXAS CREEK 2007/07/12
Log Stringer Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
Not ApplicableRunning Planks No Comment Available -Converter.RSI
FairTies Fair to rotted through.
PIERS
Not ApplicableConcrete No Comment Available -Converter.RSI
PoorCribs The low chain crib appears to be eroded in behind the crib, high water limits
access. Fill on the downstream corner low chain is being eroded
Not ApplicableHardware HW: No Comment Available -Converter.RSI. RIV: No Comment Available
-Converter.RSI.
PoorOverall Failed sections
PoorOverall Eroded crib and rotten failing stringers, Closure is recommended.
FairRiprap No Comment Available -Converter.RSI
STRINGERS
Span 1
Stringer # Peeled Rot Depth
(Bottom)
Rot Depth
(Side)
Rot Depth
(Top)
Wood
Species
CommentsDiameter
or
Width X Depth
1 Rot Depth (Bottom): #1BEAR: rotted thru on end.
MIDTHIRD: t200. #2BEAR: rotted thru
Rot Depth (Side): #1BEAR: rotted thru on end.
MIDTHIRD: t200. #2BEAR: rotted thru
Rot Depth (Top): #1BEAR: rotted thru on end.
MIDTHIRD: t200. #2BEAR: rotted thru
F F F
2 Rot Depth (Bottom): #1BEAR: 180good then cor
rot. #1THIRD: core rot 200 good. #2BEAR: core rot
110good
Rot Depth (Side): #1BEAR: 180good then cor rot.
#1THIRD: core rot 200 good. #2BEAR: core rot
110good
Rot Depth (Top): #1BEAR: 180good then cor rot.
#1THIRD: core rot 200 good. #2BEAR: core rot
110good
F F F
3 Rot Depth (Bottom): #1BEAR: core rot 210 good.
#1THIRD: core rot 300 good. #2BEAR: core rot 210
good. #2THIRD: core rot 300 good
Rot Depth (Side): #1BEAR: core rot 210 good.
#1THIRD: core rot 300 good. #2BEAR: core rot 210
good. #2THIRD: core rot 300 good
Rot Depth (Top): #1BEAR: core rot 210 good.
#1THIRD: core rot 300 good. #2BEAR: core rot 210
good. #2THIRD: core rot 300 good
F F F
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 591 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001B
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K552 K552 TEXAS CREEK 2007/07/12
Log Stringer Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
4 Rot Depth (Bottom): #1BEAR: rotted thru. #2BEAR:
b70 dry rot. #2THIRD: sound
Rot Depth (Side): #1BEAR: rotted thru. #2BEAR:
b70 dry rot. #2THIRD: sound
Rot Depth (Top): #1BEAR: rotted thru. #2BEAR:
b70 dry rot. #2THIRD: sound
F F F
5 Rot Depth (Bottom): #1BEAR: rotted thru.
#1THIRD: core rot 300 good. #2BEAR: rotted thru
Rot Depth (Side): #1BEAR: rotted thru. #1THIRD:
core rot 300 good. #2BEAR: rotted thru
Rot Depth (Top): #1BEAR: rotted thru. #1THIRD:
core rot 300 good. #2BEAR: rotted thru
F F F
6 Rot Depth (Bottom): #1BEAR: core rot 100 good.
#2BEAR: core rot 150 good. #2THIRD: core rot 200
good
Rot Depth (Side): #1BEAR: core rot 100 good.
#2BEAR: core rot 150 good. #2THIRD: core rot 200
good
Rot Depth (Top): #1BEAR: core rot 100 good.
#2BEAR: core rot 150 good. #2THIRD: core rot 200
good
F F F
7 Rot Depth (Bottom): #1BEAR: rotted thru.
#1THIRD: core rot 250 good. MIDTHIRD: dry punky.
#2BEAR: 150 good rotten core. #2THIRD: core rot
300 good
Rot Depth (Side): #1BEAR: rotted thru. #1THIRD:
core rot 250 good. MIDTHIRD: dry punky. #2BEAR:
150 good rotten core. #2THIRD: core rot 300 good
Rot Depth (Top): #1BEAR: rotted thru. #1THIRD:
core rot 250 good. MIDTHIRD: dry punky. #2BEAR:
150 good rotten core. #2THIRD: core rot 300 good
F F F
8 Rot Depth (Bottom): #1BEAR: core rot 100 good.
#2BEAR: core rot 150 good
Rot Depth (Side): #1BEAR: core rot 100 good.
#2BEAR: core rot 150 good
Rot Depth (Top): #1BEAR: core rot 100 good.
#2BEAR: core rot 150 good
F F F
9 Rot Depth (Bottom): #1BEAR: core rot 100 good.
#2BEAR: rotted thru
Rot Depth (Side): #1BEAR: core rot 100 good.
#2BEAR: rotted thru
Rot Depth (Top): #1BEAR: core rot 100 good.
#2BEAR: rotted thru
F F F
10 Rot Depth (Bottom): #1BEAR: 150 good rotten core
Rot Depth (Side): #1BEAR: 150 good rotten core
Rot Depth (Top): #1BEAR: 150 good rotten core
F F F
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 592 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001B
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K552 K552 TEXAS CREEK 2007/07/12
Log Stringer Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
11 Rot Depth (Bottom): #1BEAR: rotted thru.
#1THIRD: t60. MIDTHIRD: t50. #2BEAR: rotted thru
Rot Depth (Side): #1BEAR: rotted thru. #1THIRD:
t60. MIDTHIRD: t50. #2BEAR: rotted thru
Rot Depth (Top): #1BEAR: rotted thru. #1THIRD:
t60. MIDTHIRD: t50. #2BEAR: rotted thru
F F F
PoorNeedle Beam(s) and Shims BEAM: Cabled. SHIM: Not shimmed tight..
CH
AN
NE
LH
AZ
AR
DS
Estimated Present Water Level Depth: Estimated Present Water Level Width:
Estimated High Water Level Clearance:
High Water: Debris:Scour: Aggradation:Ice:
Comment:
Yes Yes No No No
5.4
1.5
HighW: Fill is being eroded at both sides of the low chain crib, it is likely that water is flowing under and behind
the crib.. Scour: Fill is being eroded at both sides of the low chain crib, it is likely that water is flowing under and
behind the crib..
# Status Priority Estimate Description
1 $0.00 Deck: Repair not warrantedMediumComplete
RE
PA
IRS
# Description
MO
NIT
OR
SG
EN
ER
AL Inspector's
Comment:
Overall: Eroded crib and rotten failing stringers, Closure is recommended.. Region: GMc Feb 14/08 This bridge
should be closed to vehicular traffic. Stringer: Stringer #1 is failing at the high chain end..
Refer to Inspection Comments for historical PEng CommentsPEng's
Comment:
GE
NE
RA
L
Professional Inspection Required? Report Status:Yes
Replacement Date for full log haul traffic (year): Replacement Date for light vehicle traffic (year): 2004 2013
Current Inspection Load Rating: Design Load GVW (tonnes): 0 Design Vehicle Config.:
Accepted By Converter.RSI on 5/1/2008 10:23:25PM
0
GE
NE
RA
L
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 593 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001B
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K553 K553 TEXAS CREEK 2007/07/12
Log Stringer Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
Inspector Name:
UTM Zone:
Total Length (metres):
Abutments (Left/Right): (looking downstream)Superstructure
Project File ID #:
KM:
Br.
User km:
Forest District:
Crossing Name: Next Inspection Date:
Crib, Log or Untreated Timber
UTM Easting:
# Spans:
Year Superstructure Installed:
Running Surface:Deck Type:
UTM Northing:
Span Length(s) (metres):
Texas #3 2.77 3.00 2008/07/01
R15756 233.1 Cascades Natural Resource District
Log Stringers
Timber - Untreated Timber Planks
10.6
10 582402 5599115
Ron Peace 1983
1
Access:
0
ABUTMENTS
Not ApplicableBracing No Comment Available -Converter.RSI
GoodBallast Wall No Comment Available -Converter.RSI
PoorCaps or Sills The low chain abutment is only a log sill. The log is rotten and scoured.
GoodFill FILL: No Comment Available -Converter.RSI. COVERFILL: No Comment Available
-Converter.RSI.
PoorTie-backs rotten.
Not ApplicableWing Wall No Comment Available -Converter.RSI
APPROACHES
GoodAlignment No Comment Available -Converter.RSI
0Bridge Ahead Signs Missing Only signs are, posted @ 2 tonnes.
YesBrushing Required Overgrown.
0Delineator Missing Left
No Comment Available -Converter.RSI(approaching structure)
0Delineator Missing Right
No Comment Available -Converter.RSI(approaching structure)
Only signs are, posted @ 2 tonnes.Posted Load Rating Only signs are, posted @ 2 tonnes.
DECK
Span 1
FairCurb Rail/Blocks/Posts The downstream curb is rotten
Not ApplicableHardware HW: No Comment Available -Converter.RSI. RIV: No Comment Available
-Converter.RSI.
GoodNails No Comment Available -Converter.RSI
GoodRunning Surface No Comment Available -Converter.RSI
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 594 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001B
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K553 K553 TEXAS CREEK 2007/07/12
Log Stringer Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
Not ApplicableRunning Planks No Comment Available -Converter.RSI
PoorTies Extensive rot.
PIERS
Not ApplicableConcrete No Comment Available -Converter.RSI
FairCribs Limited access due to high water. Crib is scoured ands appears unstable.
Not ApplicableHardware HW: No Comment Available -Converter.RSI. RIV: No Comment Available
-Converter.RSI.
GoodOverall No Comment Available -Converter.RSI
PoorOverall Stringers are in poor condition, but the determining factor in this structures life is the
failing low chain sill log. Consider closure.
PoorRiprap No crib face protection.
STRINGERS
Span 1
Stringer # Peeled Rot Depth
(Bottom)
Rot Depth
(Side)
Rot Depth
(Top)
Wood
Species
CommentsDiameter
or
Width X Depth
1 Rot Depth (Bottom): #1BEAR: rotted thru on end
Rot Depth (Side): #1BEAR: rotted thru on end
Rot Depth (Top): #1BEAR: rotted thru on end
F F F
2 Rot Depth (Bottom): #1BEAR: rotted thru
Rot Depth (Side): #1BEAR: rotted thru
Rot Depth (Top): #1BEAR: rotted thru
F F F
3 Rot Depth (Bottom): No Comment Available
-Converter.RSI
Rot Depth (Side): No Comment Available
-Converter.RSI
Rot Depth (Top): No Comment Available
-Converter.RSI
F F F
4 Rot Depth (Bottom): #1BEAR: rotted thru
Rot Depth (Side): #1BEAR: rotted thru
Rot Depth (Top): #1BEAR: rotted thru
F F F
5 Rot Depth (Bottom): #1BEAR: core rot
Rot Depth (Side): #1BEAR: core rot
Rot Depth (Top): #1BEAR: core rot
F F F
6 Rot Depth (Bottom): #1BEAR: dry rot
Rot Depth (Side): #1BEAR: dry rot
Rot Depth (Top): #1BEAR: dry rot
F F F
7 Rot Depth (Bottom): No Comment Available
-Converter.RSI
Rot Depth (Side): No Comment Available
-Converter.RSI
Rot Depth (Top): No Comment Available
-Converter.RSI
F F F
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 595 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001B
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K553 K553 TEXAS CREEK 2007/07/12
Log Stringer Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
8 Rot Depth (Bottom): No Comment Available
-Converter.RSI
Rot Depth (Side): No Comment Available
-Converter.RSI
Rot Depth (Top): No Comment Available
-Converter.RSI
F F F
9 Rot Depth (Bottom): #1BEAR: t100
Rot Depth (Side): #1BEAR: t100
Rot Depth (Top): #1BEAR: t100
F F F
10 Rot Depth (Bottom): #1BEAR: rotted thru on end
Rot Depth (Side): #1BEAR: rotted thru on end
Rot Depth (Top): #1BEAR: rotted thru on end
F F F
PoorNeedle Beam(s) and Shims BEAM: Cabled. SHIM: Not shimmed..
CH
AN
NE
LH
AZ
AR
DS
Estimated Present Water Level Depth: Estimated Present Water Level Width:
Estimated High Water Level Clearance:
High Water: Debris:Scour: Aggradation:Ice:
Comment:
Yes Yes No No No
5.4
1.3
Debris: Tree across creek just above the bridge.. Scour: The high chain crib.
# Status Priority Estimate Description
1 $0.00 Abutment: Monitor for failureMediumComplete
RE
PA
IRS
# Description
MO
NIT
OR
SG
EN
ER
AL Inspector's
Comment:
Overall: Stringers are in poor condition, but the determining factor in this structures life is the failing low chain
sill log. Consider closure.. Region: GMc Feb 14/08 This bridge should be closed to vehicular traffic. Stringer:
Stringers are in poor condition, sampling was not done as the rotten failing sill log is the determining factor in
the life of this structure..
Refer to Inspection Comments for historical PEng CommentsPEng's
Comment:
GE
NE
RA
L
Professional Inspection Required? Report Status:Yes
Replacement Date for full log haul traffic (year): Replacement Date for light vehicle traffic (year): 2008 2013
Current Inspection Load Rating: Design Load GVW (tonnes): 0 Design Vehicle Config.:
Accepted By Converter.RSI on 5/1/2008 10:23:30PM
0
GE
NE
RA
L
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 596 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001B
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K554 K554 TEXAS CREEK 2007/07/13
Log Stringer Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
Inspector Name:
UTM Zone:
Total Length (metres):
Abutments (Left/Right): (looking downstream)Superstructure
Project File ID #:
KM:
Br.
User km:
Forest District:
Crossing Name: Next Inspection Date:
Crib, Log or Untreated Timber
UTM Easting:
# Spans:
Year Superstructure Installed:
Running Surface:Deck Type:
UTM Northing:
Span Length(s) (metres):
Texas #4 4.16 4.40 2008/07/06
R15756 233.1 Cascades Natural Resource District
Log Stringers
Timber - Untreated Timber Planks
9.5
10 582232 5597870
Ron Peace 1983
1
Access:
0
ABUTMENTS
Not ApplicableBracing No Comment Available -Converter.RSI
GoodBallast Wall No Comment Available -Converter.RSI
GoodCaps or Sills No Comment Available -Converter.RSI
FairFill FILL: Low due to crib erosion and lose of fill behind.. COVERFILL: No Comment
Available -Converter.RSI.
FairTie-backs No Comment Available -Converter.RSI
PoorWing Wall Wings are eroded and exposed.
APPROACHES
GoodAlignment No Comment Available -Converter.RSI
0Bridge Ahead Signs Missing Only signs are bridge posted @ 2 tonnes.
YesBrushing Required No Comment Available -Converter.RSI
0Delineator Missing Left
No Comment Available -Converter.RSI(approaching structure)
0Delineator Missing Right
No Comment Available -Converter.RSI(approaching structure)
Only signs are bridge posted @ 2 tonnes.Posted Load Rating Only signs are bridge posted @ 2 tonnes.
DECK
Span 1
PoorCurb Rail/Blocks/Posts Rotten.
Not ApplicableHardware HW: No Comment Available -Converter.RSI. RIV: No Comment Available
-Converter.RSI.
PoorNails Exposed heads.
GoodRunning Surface No Comment Available -Converter.RSI
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 597 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001B
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K554 K554 TEXAS CREEK 2007/07/13
Log Stringer Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
Not ApplicableRunning Planks No Comment Available -Converter.RSI
FairTies No Comment Available -Converter.RSI
PIERS
Not ApplicableConcrete No Comment Available -Converter.RSI
FairCribs The low chain is scoured.
Not ApplicableHardware HW: No Comment Available -Converter.RSI. RIV: No Comment Available
-Converter.RSI.
PoorOverall extensive rot.
PoorOverall Failure may occur, consider closure or removal.
PoorRiprap No erosion protection to the low chain crib.
STRINGERS
Span 1
Stringer # Peeled Rot Depth
(Bottom)
Rot Depth
(Side)
Rot Depth
(Top)
Wood
Species
CommentsDiameter
or
Width X Depth
1 Rot Depth (Bottom): #1BEAR: rotted thru on end.
MIDTHIRD: t200. #2BEAR: rotted thru on end
Rot Depth (Side): #1BEAR: rotted thru on end.
MIDTHIRD: t200. #2BEAR: rotted thru on end
Rot Depth (Top): #1BEAR: rotted thru on end.
MIDTHIRD: t200. #2BEAR: rotted thru on end
F F F
2 Rot Depth (Bottom): . #2BEAR: core rot
Rot Depth (Side): . #2BEAR: core rot
Rot Depth (Top): . #2BEAR: core rot
F F F
3 Rot Depth (Bottom): No Comment Available
-Converter.RSI
Rot Depth (Side): No Comment Available
-Converter.RSI
Rot Depth (Top): No Comment Available
-Converter.RSI
F F F
4 Rot Depth (Bottom): #1BEAR: sound
Rot Depth (Side): #1BEAR: sound
Rot Depth (Top): #1BEAR: sound
F F F
5 Rot Depth (Bottom): #1BEAR: s60. #2BEAR: core
rot on end
Rot Depth (Side): #1BEAR: s60. #2BEAR: core rot
on end
Rot Depth (Top): #1BEAR: s60. #2BEAR: core rot
on end
F F F
6 Rot Depth (Bottom): . #2THIRD: s110
Rot Depth (Side): . #2THIRD: s110
Rot Depth (Top): . #2THIRD: s110
F F F
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 598 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001B
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K554 K554 TEXAS CREEK 2007/07/13
Log Stringer Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
7 Rot Depth (Bottom): . #2BEAR: dry core rot
Rot Depth (Side): . #2BEAR: dry core rot
Rot Depth (Top): . #2BEAR: dry core rot
F F F
8 Rot Depth (Bottom): #1BEAR: t140 s100. #2BEAR:
rotted thru on end
Rot Depth (Side): #1BEAR: t140 s100. #2BEAR:
rotted thru on end
Rot Depth (Top): #1BEAR: t140 s100. #2BEAR:
rotted thru on end
F F F
Not ApplicableNeedle Beam(s) and Shims BEAM: No Comment Available -Converter.RSI. SHIM: No Comment Available
-Converter.RSI.
CH
AN
NE
LH
AZ
AR
DS
Estimated Present Water Level Depth: Estimated Present Water Level Width:
Estimated High Water Level Clearance:
High Water: Debris:Scour: Aggradation:Ice:
Comment:
Yes Yes No No No
7.2
2.2
HighW: May further eroded abutment..
# Status Priority Estimate Description
RE
PA
IRS
# Description
MO
NIT
OR
SG
EN
ER
AL Inspector's
Comment:
Overall: Failure may occur, consider closure or removal.. Region: GMc Feb 14/08 This bridge should be closed
to vehicular traffic. Stringer: Due to high water access is limited, appears that #1 stringer at the high chain is
close to failure..
Refer to Inspection Comments for historical PEng CommentsPEng's
Comment:
GE
NE
RA
L
Professional Inspection Required? Report Status:Yes
Replacement Date for full log haul traffic (year): Replacement Date for light vehicle traffic (year): 2007 2012
Current Inspection Load Rating: Design Load GVW (tonnes): 0 Design Vehicle Config.:
Accepted By Converter.RSI on 5/1/2008 10:23:35PM
0
GE
NE
RA
L
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 599 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001B
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K546 STORE 8 2013/09/26
Log Stringer Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
Inspector Name:
UTM Zone:
Total Length (metres):
Abutments (Left/Right): (looking downstream)Superstructure
Project File ID #:
KM:
Br.
User km:
Forest District:
Crossing Name: Next Inspection Date:
Crib, Log or Untreated Timber
UTM Easting:
# Spans:
Year Superstructure Installed:
Running Surface:Deck Type:
UTM Northing:
Span Length(s) (metres):
Lillooet 2013/07/21
Cascades Natural Resource District
Steel I-beam
Timber - Untreated Timber Planks
19.0
Jeremy Araki 1989
1
BCTS Yard Lilloet AirportAccess:
0
ABUTMENTS
GoodBearings
Not ApplicableBracing
GoodBallast Wall logs
Not ApplicableCorrosion Protection
GoodCaps or Sills Timber sills on cross timbers
FairFill fill eroding slightly on right upstream corner
Not ApplicableHardware
UnratedLog/Timber Cribs Timber sills on cross timbers
Not ApplicablePiles or Posts
GoodRiprap
Not ApplicableTie-backs Timber sills on cross timbers
Not ApplicableWing Wall
APPROACHES
FairAlignment high crest on left
2Bridge Ahead Signs Missing
NoBrushing Required
0Delineator Missing Left(approaching structure)
0Delineator Missing Right(approaching structure)
PoorFender Condition missing on downstream side
75Posted Load Rating Posted as "75 Tonne GVW
GoodRoad Surface
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 600 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001B
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K546 STORE 8 2013/09/26
Log Stringer Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
DECK
Span 1
GoodCurb Rail/Blocks/Posts
GoodDeck to Girder Bolts tabs
GoodHardware
Not ApplicableHand Rails/Walkouts
GoodNails
GoodOverall Deck Condition new in 2012
GoodRunning Planks
UnratedSub Deck none
GoodTies
SUPERSTRUCTURE
Span 1
GoodBracing
GoodDiaphrams
GoodGirders
GoodHardware
Not ApplicableUnder Trussing
CH
AN
NE
LH
AZ
AR
DS
Estimated Present Water Level Depth: Estimated Present Water Level Width:
Estimated High Water Level Clearance:
High Water: Debris:Scour: Aggradation:Ice:
Comment:
No No No No No
1.5
0.8 7.0
# Status Priority Estimate Description
RE
PA
IRS
# Description
MO
NIT
OR
S
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 601 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001B
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K546 STORE 8 2013/09/26
Log Stringer Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
GE
NE
RA
L Inspector's
Comment: Inspector completed this inspection for the wrong site. DA.
Refer to Inspection Comments for historical PEng CommentsPEng's
Comment:
GE
NE
RA
L
Professional Inspection Required? Report Status:No
Replacement Date for full log haul traffic (year): Replacement Date for light vehicle traffic (year): 2005 2010
Current Inspection Load Rating: Design Load GVW (tonnes): 5 Design Vehicle Config.:See footnote
GE
NE
RA
L
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 602 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001A
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K922 STORE 8 2011/10/24
Permanent Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
Inspector Name:
UTM Zone:
Total Length (metres):
Abutments (Left/Right): (looking downstream)Superstructure
Project File ID #:
KM:
Br.
User km:
Forest District:
Crossing Name: Next Inspection Date:
Pile -Permanent Materials
UTM Easting:
# Spans:
Year Superstructure Installed:
Running Surface:Deck Type:
UTM Northing:
Span Length(s) (metres):
Lillooet 2014/10/24
Cascades Natural Resource District
Glulam Girder
Timber - Treated Timber Planks
37.0
R. Veitch, M. Horner 1968
1
BCTS Yard Lilloet AirportAccess:
0
ABUTMENTS
FairBearings
Not ApplicableBracing
FairBallast Wall
Not ApplicableCorrosion Protection
GoodCaps or Sills Debris accumulation on top of caps.
FairFill
FairHardware
UnratedPiles or Posts No access
Not ApplicableRiprap
FairWing Wall Camp end - Upstream wingwall Pile 2 75mm shell then void, downstream wingwall
Pile 1 80mm shell then void, Pile 2 very wide vertical split. Woods end - Upstream
wall Pile 3 40mm shell then void.
APPROACHES
GoodAlignment
2Bridge Ahead Signs Missing
YesBrushing Required
0Delineator Missing Left
Camp end upstream delineator incorrect.(approaching structure)
0Delineator Missing Right(approaching structure)
NoneFender Condition
GoodRoad Surface
DECK
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 603 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001A
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K922 STORE 8 2011/10/24
Permanent Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
Span 1
FairCurb Rail/Blocks/Posts Minor impact damage at several locations.
GoodDeck to Girder Bolts
FairHardware
FairHand Rails/Walkouts
FairNails
FairOverall Deck Condition
PoorRunning Planks Planks are heavily worn at ends with pockets of rot.
FairSub Deck
FairTies
SUPERSTRUCTURE
Span 1
Not ApplicableBracing
GoodDiaphrams
PoorGirders Girder 2 has extensive checking in both flanges and rot in the bottom flange.
Several existing checks on all girders marked with nails and letters less than
50mm deep not noted below. Checking noted at deck clips.
GoodHardware
Not ApplicableUnder Trussing
CH
AN
NE
LH
AZ
AR
DS
Estimated Present Water Level Depth: Estimated Present Water Level Width:
Estimated High Water Level Clearance:
High Water: Debris:Scour: Aggradation:Ice:
Comment:
No No No No No
11.0
0.6 5.0
# Status Priority Estimate Description
1 $0.00 Post a 5 tonne load restriction until a load rating has been completed.
Bridge Replaced. Now MOTI.
HighComplete
2 $0.00 Schedule the bridge for replacement. Bridge Replaced. Now MOTI.HighComplete
3 $0.00 Place correct delineator on camp end upstream corner. Bridge Replaced.
Now MOTI.
MediumComplete
RE
PA
IRS
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.
Page 604 of 604
Date Printed: 2017/02/16
User Id: IDIR\KCONWAYB
Database: PROD
Report Id: CBR001A
File:
BC Ministry of Forests and Range
Structure #: Site #: Road Name: Inspection Date:K922 STORE 8 2011/10/24
Permanent Bridge Inspection Report
Forest District: Cascades Natural Resource District Most Recent Inspections Only: Yes Sort By: Project Number, Branch, User KM (Asc)
# Description
MO
NIT
OR
SG
EN
ER
AL Inspector's
Comment:
Found rot in one girder, so recommended immediate downgrade to 5 tonne GVW until a detailed analysis is
done or the structure is replaced.
Structure currently being replaced. DA.
Refer to Inspection Comments for historical PEng CommentsPEng's
Comment:
GE
NE
RA
L
Professional Inspection Required? Report Status:No
Replacement Date for full log haul traffic (year): Replacement Date for light vehicle traffic (year): 2011 2023
Current Inspection Load Rating: Design Load GVW (tonnes): 63 Design Vehicle Config.: CL625
Accepted By Drew Alway on 2/13/2012 12:00:00AM
5
GE
NE
RA
L
Corporate Bridge Register (CBR)
Disclaimer:
1) Structure and site information is current at the time of report creation and may have changed since the inspection was submitted and/or accepted.
2) Historic Load Rating data not available, contact FLNRO Regional Office for detailed information.