Post on 10-Mar-2020
Hamilton County
Regular Inspection Report
Location: 33-I0075-01.17-RIGHT Federal ID: 33I00750009 Maintenance Responsibility: State of Tennessee Description: 3 Span Bridge I-75 - Northbound OVER Big Spring Creek Inspection Date: July 19, 2016 Overall Condition Rating:
GOOD
LOCATION MAP
I-75 Exit 2 @ I-24
I-75 Exit 3 E. Brainerd Rd
Tennessee Georgia
Route Direction ON Structure
Traffic Direction ON Structure
Direction of Waterway Flow
33I00750009FED. BRIDGE NO.:
BRIDGE MAINTENANCE RECOMMENDATIONS
Tennessee Departmentof Transportation
HAMILTON33-I0075-01.17-R1 SPEC. CASE: 0
BIG SPRING CREEK
33
REPAIR LIST NO.:DATE ADDED: 05/01/2001REVISED: 07/26/2012
2
1.11
COUNTY:LOCATION:CO. SEQ.:MILEPOST:
CROSSING:
MAINT. DIST.:
65
71HIGHWAY SYSTEM:BRIDGE WIDTH (CURB TO CURB):BRIDGE WIDTH (OUT TO OUT):APPROACH ROADWAY (W/SHOULDERS):
MAINTAINED BY:MAIN SPAN MATERIAL:MAIN SPAN DESIGN TYPE:APPROACH SPAN MATERIAL:APPROACH SPAN DESIGN TYPE:
INSPECTION DATE: GENERAL CONDITION: GOODEVALUATION DATE: STRUCTURALLY DEFICIENT: NOPPRM PIN NUMBER:H TRUCK RATING @ INV.: 20 TONS SUFFICIENCY RATING: 93.0
STATE HIGHWAY AGENCYPRESTRESSED CONCRETE
BOX BEAM OR GIRDERS - MULTIPLEOTHER OR NOT APPLICABLEOTHER OR NOT APPLICABLE
30
1073681
NUMBER OF MAIN SPANS:NUMBER OF APPROACH SPANS:BRIDGE LENGTH (FT):MAXIMUM SPAN LENGTH (FT):SKEW ANGLE (DEGREES):
02-INTERSTATE URBANFT 10 IN
IN1FT74FT 11 IN
FACILITY CARRIED: I75
07/19/201607/31/2014113275.00
GENERAL COMMENTS:
THIS BRIDGE REHABILITATION WAS LET ON AUGUST 6, 2010 UNDER CONTRACT # CNJ919TO MID-STATE CONSTRUCTION COMPANY, INC. COMPLETION TIME: ON OR BEFORENOVEMBER 15, 2010 BID AMOUNT: $ 291,483.77. REPAIR PLANS ADDED TOFILENET.
Page 1 of 1
STATE OF TENNESSEEDEPARTMENT OF TRANSPORTATION
33
I0075
0
1
1.17
Revised 07/21/2016
County:
Route:
Special Case:
County Sequence:
Log Mile:
A
A
99
99
9
8
7
6
5
4
3
GOOD CONDITION - SOME MINOR PROBLEMS.
VERY GOOD CONDITION - NOPROBLEMS NOTED.
EXCELLENT CONDITION
SATISFACTORY CONDITION - MINORDETERIORATION OF STRUCTURALELEMENTS.
FAIR CONDITION - ALL PRIMARYSTRUCTURAL ELEMENTS ARE SOUND BUTMAY HAVE MINOR SECTION LOSS,CRACKING, SPALLING OR SCOUR.
POOR CONDITION - ADVANCED SECTIONLOSS, DETERIORATION, SPALLING ORSCOUR.
SERIOUS CONDITION - LOSS OF SECTION,DETERIORATION, SPALLING OR SCOUR HAVESERIOUSLY AFFECTED PRIMARYSTRUCTURAL COMPONENTS. LOCALFAILURES ARE POSSIBLE. FATIGUE CRACKSIN STEEL OR SHEAR CRACKS IN CONCRETEMAY BE PRESENT.
K P
STRC OPEN/CLOSED/POSTED
TRAFFIC SAFETY FEATURES
MINIMUM V.C. OVER DECK(ROADWAY + SHOULDERS)
MINIMUM V.C. OVER DECK(EXCLUDES SHOULDERS)
Trans. Appr. Rail Terminal SPEED LIMIT1 1 N 55
FT. IN.
FT. IN.
FT. IN.
FT. IN.
41
36
10
520
Br. Rail1
2
1 "IMMINENT" FAILURE CONDITION - MAJORDETERIORATION OR SECTION LOSSPRESENT IN CRITICAL STRUCTURALCOMPONENTS OR OBVIOUS VERTICAL ORHORIZONTAL MOVEMENT AFFECTINGSTRUCTURAL STABILITY. BRIDGE ISCLOSED TO TRAFFIC BUT CORRECTIVE
CRITICAL CONDITION - ADVANCEDDETERIORATION OF PRIMARY STRUCTURALELEMENTS. FATIGUE CRACKS IN STEEL ORSHEAR CRACKS IN CONCRETE MAY BEPRESENT OR SCOUR MAY HAVE REMOVEDSUBSTRUCTURE SUPPORT. UNLESSCLOSELY MONITORED IT MAY BENECESSARY TO CLOSE THE BRIDGE UNTILCORRECTIVE ACTION IS TAKEN.
Bridge Number:(Includes Item 5A)
Feature Intersected:
Evaluation Status:
99
99
N NOT APPLICABLE/ /
ITEM # DESCRIPTION CONDITION CODING GUIDELINES(Values for Coding Items 58, 59, 60 and 62)
90 LAST INSPECTION DATE
Bridge ConditionCoding Form
33I007500091
BIG SPRING CREEK
OTHER ITEM(S) HAVE BEEN CHANGED
CODE ONLY THOSE VALUES WHICH HAVE CHANGEDVALUE
07/19/2016EARLIEST DATE OF NEXTREGULAR INSPECTION
05/20/2018
/ /REVIEW DATETEAM LEADER SIGNATURE
DECK 7
58
7
SUPERSTRUCTURE59
7
SUBSTRUCTURE60
7
N
CHANL/CHANL PROTECTION
CULVERT AND RETAIN WALL
61
62
8WATERWAY ADEQUACY
71
8
521
OVERALL CONDITION
GOOD
72 APPROACH RDWY ALIGNMENT
17 LONGITUDE
0
ACTION MAY PUT IT BACK IN LIGHT SERVICE.
FAILED CONDITION - OUT OF SERVICE ANDBEYOND CORRECTIVE ACTION.
16 LATITUDE
35N
W 85
.0710 12.6440' '
Photographs
Bridge ID#: 33I00750009 Date: 07/19/2016
BRIDGE # - SPAN 1 - RIGHT
LOOKING AHEAD I75 - NB
Photographs
LOOKING BACK I75 - NB
RIGHT SIDEVIEW - OUTLET
Photographs
RIGHT SIDEVIEW - OUTLET
UPSTREAM
Photographs
DOWNSTREAM
ABUTMENT
Photographs
BENT
BEARINGS - ABUTMENT
Photographs
BEARINGS - BENT
WEARING SURFACE
Photographs
TRAFFIC SAFETY FEATURES
BRIDGE INSPECTION REPORT Page No.____
Form BIR 3.0(Rev. 9-22-98)DT-0069
7/19/2016Date23Field Report No. 7/7/2014Date22Previous Report No.
DESIGNPlans:
33I00750009Bridge No.Eleven Digit No.
Bridge Location No. 33 I0075 0117 R- -Co. Route Log Mile
I75
Facility Carried by Structure
over BIG SPRING CREEK *
Crossing
PCBBStructure Type (Main Span)
FRACTURE CRITICAL: NO
FEATURES
Wearing Surface CONCRETE Depth 8.0 (in.)TEAM LEADER
Tays
UNDERWATER INSPECTIONDOT FIELD TEAMTo Be Performed By:
BRIDGE is:
Date
OPEN
COMMENTS:
Supervising Bridge Inspector: Tays BRIDGE RATING: GOOD
Min. Vertical Clearance over Deck 99-99 (ft.-in.)
Min. Lateral Under Clearance Rt. (*.* ft.)
Maximum Span Length 35.7 (**.* ft.)
Deck Out-to-Out 74.0
Sidewalk NARt. NALt.
Structure Name (If Named)
Year Constructed 1959 ACTUAL
Year Widened 1989 ACTUAL Year Rehabilitated 1989 ACTUAL
County 21Maintenance District
Flared Width YES
Navigational Control NO
Median Width NONE
Bridge Skew 81 ° LTHaas
No. Main Spans 3
NAStructure Type (Appr.Spans)
No. Approach Spans 0
WIDTHS (*.* ft.)
Total Length 107.0 (**.* ft.)
Roadway Curb/Curb NA
Roadway Rail/Rail 70.0
*Approach Roadway 48.0*(Does Not Include Shoulders)
Approach Shoulder 10.0Rt.12.0Lt.
CLEARANCES
Min. Vertical Under Clearance NA (ft.-in.)
NA
Min. Lateral Under Clearance Lt. (*.* ft.)NA
(If Yes, Include BIR 3.9)
NBIS Bridge Length (<25 ft.) (ft.-in.)
NOChange in Structural Condition: YESMajor Repairs Made:
INSPECTORS
Weight Limit Posted
Gross..............
NO
Page No.____Form BIR 3.1(Rev. 9-22-98)DT-0080
7/19/2016DateBridge Location No. 33 I0075 0117 R- -Co. Route Log Mile
PERFORMANCE EVALUATIONTime of Day Inspected AM Weather Conditions 75F SUNNY
Vehicles Observed ALL TYPES
LIVE LOAD BEHAVIORSubstructure
Horiz./ Vert. Defl. NO
Vibration NO
Superstructure
Horiz./ Vert. Defl. NO
Vibration NO
Comments
APPROACHAlignment GOOD
Slab NA
Joints NA
Pavement GOOD
Embankment GOOD
Drains GOOD
TRAFFIC SAFETY FEATURESStandard/
SubStandard
Rating Comments
Yes/No
Comments
Bridgerailing GOOD STANDARD
Transitions GOOD STANDARD
Guardrail GOOD STANDARD
Guardrail Terminal N/A STANDARD >100 FEET
SIGNINGPaddleboards NO
Vertical Clearance (<14'-6")
Yes/ No/ Needed
NO
Narrow Bridge Signs NO
One Lane Bridge Signs NO
Other Signs or Plaques:
Comments Regarding any Problems with Signing:
Rating
Tons
2 Axle............... Tons
3 or more Axles.. Tons
Form BIR 3.2(Rev. 9-22-98)DT-0081
7/19/2016DateBridge Location No. 33 I0075 0117 R- -Co. Route Log Mile
DECKWearing Surface
Comments
GOOD
Rating
Deck - Structural Condition
NV HL CRACKS W/EFF. Asphalt overlay. No visible issues
Curbs NA
Median NONESidewalks NONEParapet N/ARailing N/APaint NADrains FAIRLighting Standards NONEUtilities NONEJoint Leakage NAExpansion Joints NONE
SUPERSTRUCTUREBearing Devices Abutments - None - IntegralGOOD
Girders or Beams G-F HL CRACKS. MINOR SPALLS W/ CABLE EXPOSED.
Alignment of Members
GOOD
Floor Beams NA
Paint NA
Stringers NA
Diaphragms GOODBracing NATrusses - General NA
Portals NA Bracing NA
TEXTURE COATCondition Rating GOODOverall Appearance GOODStaining Rating GOODFading Rating GOODScaling Rating GOOD
Needs Spot Painting NONeeds Repainting NO
Comments
Page No.____Form BIR 3.3(Rev. 9-22-98)DT-0082
7/19/2016DateBridge Location No. 33 I0075 0117 R- -Co. Route Log Mile
SUBSTRUCTURE
ABUTMENTSCaps
Comments
GOOD
Rating
Breastwall HL CRACKS W/ EFF, SPALL, DELAM @ CJs.G-F
Wings GOODBackwall GOODPlumb GOODFooting NAPiles GOODEmbankment SETTLEDGOODBearing Surface GOODSlope Paving NARip Rap GOOD
PIERSCaps N/A
Columns N/A
Plumb N/AFootings N/APiles N/ABearing Surface N/A
BENTSCaps HL cracksGOOD
Columns Walls - HL cracksGOOD
Plumb GOODFootings NVPiles NVBearing Surface GOOD
Piles Need Replacement:
Piles To Be Replaced:
Form BIR 3.8(Rev. 9-22-98)DT-1508
7/19/2016DateBridge Location No. 33 I0075 0117 R- -Co. Route Log Mile
STREAM CHANNEL DATA AND CONDITIONS
Stream Crossing: BIG SPRING CREEK *
I. MUD, SEDIMENT1. Type of bed material?
(Yes/ No/ Not Apparent)
SPECIAL INSPECTION DATA - FOR REASONS OTHER THAN FC OR SCOUR
NO2. Has channel shifted?
GOOD3. Condition of rip-rap? Est. % failed %
GOOD4. Overall condition of channel?
75. Item 61 - Code values 0 thru 9 according to the recording
and coding guide currently in effect:
NO6. Underwater diver inspection recommended?If yes, why?
II.
No1.
Channel and bank stability conditions: (yes if applicable)
Steep bank conditions: Failures upstream NoFailures downstream
No2. Moderate bank erosion
3. Bank vegetation: YESa. low growth YESb. large timber Noc. clear banksNod. dead trees upstream Noe. dead trees downstream
4. NOSediment or gravel accumulation: (Yes/ No/ Unknown)
5. NOChannel altered or straightened: (Yes/ No/ Unknown)
6. Stable conditions: YESa. live growth Yesb. bedrockNoc. boulders Nod. flat slopes (<=2:1)
III. Waterway adequacy and debris characteristics: (yes if applicable)
1. Bridge deck elevations:
a. level with approach roadway. . . . . . . . . . . . . . . . . . . . . . YESb. higher than approach roadway. . . . . . . . . . . . . . . . . . . . . Noc. roadway approach >= 2 ft. above natural ground line. . YES
2. Abutment encroaches into channel. . . . . . . . . . . . . . . . . . . No
3. Large scour (blowhole) under bridge. . . . . . . . . . . . . . . . . . . No
4. Indications that flood waters overtop bridge: (Yes/No)
5. Debris characteristics:
a. debris/drift present Nob. debris/drift likely to accumulate Noc. dead trees upstream No dead trees downstream No
IV. Comments: MACHINE-PLACED RIPRAP BAGS.
I. Does this bridge need a special inspection? NO
II. Reason for special inspection:
NOIf YES, Answer: Occasionally, Frequently, or Unknown
33 I0075 0117 R- -Inspection Team's Summary
Bridge Location No.Page No.___
7/19/2016Inspection DateBridge Rating GOOD
On Tuesday, July 19, 2016 , a Region Two bridge inspection team inspected
this structure and found it to be in GOOD condition.
TYPE SERVICE: I 75 NBLOVER: BIG SPRING CREEK *
TOP OF DECK
BOTTOM OF DECK
SUPERSTRUCTURE
SUBSTRUCTURE
UNDERCLEARANCE
SPECIAL NOTES
Traffic Safety FeaturesBridge Rail: GOOD STANDARD
Transitions: GOOD STANDARD
Approach Rail: GOOD STANDARD
Terminals: N/A STANDARD >100 FEET
Wearing SurfacesApproach Pvmt: GOOD
Deck - Wearing Surface: GOOD
Deck - Structural Condition: NV HL CRACKS W/EFF. Asphalt overlay. No visible issues
Beams: G-F Super-Gird/BeamsComments:HL CRACKS. MINOR SPALLS W/ CABLE EXPOSED.
Bearings: GOOD Super-BearingDevComments:Abutments - None - Integral
Caps: GOOD
Breastwall: G-F HL CRACKS W/ EFF, SPALL, DELAM @ CJs.
Wings: GOOD
Backwall GOOD
Bearing Surface: GOOD
Caps: GOOD HL cracks
Columns: GOOD Walls - HL cracks
Bearing Surface: GOOD
Abutments
Bents
Min Vert Under Clear(ft-in): NA
ELEVATIONS OF DECK PAGE NO._________
BRIDGE LOCATION NO. ___33___ _I-75___1.17 RT 1.88 DATE:_03/04/98___ COUNTY ROUTE LOG MILE LOG km
STATION/LOCATION
TOP OF LT.CURB/RAIL
GUTTER/EDGE DECK
CENTERLINE GUTTER/EDGE DECK
TOP OF RT.CURB/RAIL
ABUT # 1 208.48 207.69 207.48 208.29
BENT # 1 208.49 207.67 207.48 208.33
BENT # 2 208.49 207.67 207.50 208.33
ABUT # 2 208.55 207.74 207.53 208.35
BENCH MARK LOCATION BRIDGE SEAT, ABUT. # 2, RT. SIDE. (NBL)_________________________________________________________
BENCH MARK ELEVATION 678.32 ft - 206.75 m________________________________NOTE: ELEVATIONS TAKEN FROM PREVIOUS REPORT.
RT. EDGE OF BRIDGE PAGE NO.___
BRIDGE LOC. NO.: 33-I75-1.17 RT DATE: 07/26/2012DOWNSTREAM
( m ) LOCATION ELEV '98 CROSSING: BIG SPRING CREEKABUT #1 1.00 206.09 3.00 204.95 6.00 202.83
9.00 201.12EDG WTR 10.30 200.22PIER #1 11.00 199.83
12.00 199.7315.00 199.78
18.00 199.73 BOTTOM FOOTING ELEVATIONSEDG WTR 21.00 200.21 PIER #1 197.02 mPIER #2 22.00 200.57 PIER #2 198.55 m 24.00 201.41 27.00 203.74 BENCH MARK ELEVATION 206.75 m
30.00 205.35 LOCATION : BRIDGE SEAT, ABUT #2ABUT #2 32.00 206.15 RIGHT SIDE. (NBL)
199.00200.00201.00202.00203.00204.00205.00206.00207.00
0.00 5.00 10.00 15.00 20.00 25.00 30.00
DISTANCE ( m )
ELEV
ATI
ON
( m
)
ABUT #1 ABUT #2
LEFT EDGE OF BRIDGE PAGE NO.___
BRIDGE LOC. NO.: 33-I75-1.17 RT DATE: 07/26/2012UPSTREAM
( m ) LOCATION ELEV.'98 CROSSING: BIG SPRING CREEKABUT. #1 1.00 206.23
3.00 205.286.00 203.67
9.00 201.77PIER #1 11.00 200.95 BOTTOM FOOTING ELEVATIONSEDG WTR 12.00 200.36 PIER #1 197.02 m 15.00 199.83 PIER #2 198.55 m
18.00 199.84 EDG WTR 21.00 200.18 BENCH MARK ELEVATION 206.75 mPIER #2 22.00 201.11 LOCATION : TOP OF BRIDGE SEAT, ABUT #2
24.00 202.56 RIGHT SIDE (NBL) 27.00 203.64 30.00 205.29ABUT. #2 32.00 206.25
199.00200.00201.00202.00203.00204.00205.00206.00207.00
0.00 5.00 10.00 15.00 20.00 25.00 30.00
DISTANCE ( m )
ELEV
ATI
ON
( m
)
ABUT #1 ABUT #2
I-75 NorthboundRoute: To Knoxville
Top Deck 1 OVER: Big Spring CreekFlow: Lt-Rt on I-75
33-I0075-01.17-RIGHT33I00750009
Top Deck 1I-75 Traffic: Northbound
Inspection Date: 07/19/20163 Span Bridge
Embankment: G
App Pvmt: G
App Rail: G
Wearing Surface: G
Bridge Rail: G
This span - Traffic Approach
2016 Changes in RED
I-75 NorthboundRoute: To Knoxville
Top Deck 2 OVER: Big Spring CreekFlow: Lt-Rt on I-75
33-I0075-01.17-RIGHT33I00750009
Top Deck 2I-75 Traffic: Northbound
Inspection Date: 07/19/20163 Span Bridge
Wearing Surface: G
Bridge Rail: G
2016 Changes in RED
I-75 NorthboundRoute: To Knoxville
Top Deck 3 OVER: Big Spring CreekFlow: Lt-Rt on I-75
33-I0075-01.17-RIGHT33I00750009
Top Deck 3I-75 Traffic: Northbound
Inspection Date: 07/19/20163 Span Bridge
Embankment: G
Approach Rail: G
Wearing Surface: G
Bridge Rail: G
This Span - Traffic Departure2016 Changes in RED
I-75 NorthboundRoute: To Knoxville
Bottom Deck 1 OVER: Big Spring CreekFlow: Lt-Rt on I-75
33-I0075-01.17-RIGHT33I00750009
Bottom Deck 1I-75 Traffic: Northbound
Inspection Date: 07/19/20163 Span Bridge
Approach Rail: G Traffic departure end
Beams: G
Deck: GF
cracks are hairline with efflorescence
spalled around holes11" X 9" X 1" deep Live load
noise
2016 Changes in RED
A B C D E F G H I J K L M R N O P Q S T U
Rebar Spall Overhang
I-75 NorthboundRoute: To Knoxville
Bottom Deck 2 OVER: Big Spring CreekFlow: Lt-Rt on I-75
33-I0075-01.17-RIGHT33I00750009
Bottom Deck 2I-75 Traffic: Northbound
Inspection Date: 07/19/20163 Span Bridge
Beams: G
Deck: GF
cracks are hairline with efflorescence
Rebar Spall - 5" X 1.1' X 2"
Rebar Spall
2016 Changes in RED
A B C D E F G H I J K L M R N O P Q S T U
I-75 NorthboundRoute: To Knoxville
Bottom Deck 3 OVER: Big Spring CreekFlow: Lt-Rt on I-75
33-I0075-01.17-RIGHT33I00750009
Bottom Deck 3I-75 Traffic: Northbound
Inspection Date: 07/19/20163 Span Bridge
Beams: G 'J' - sag
Deck: GF
Eff leakage between beams
cracks spaced 3'-4' apart
2016 Changes in RED
A B C D E F G H I J K L M R N O P Q S T U
I-75 NorthboundRoute: To Knoxville
Abutment 1 OVER: Big Spring CreekFlow: Lt-Rt on I-75
33-I0075-01.17-RIGHT33I00750009
Abutment 1I-75 Traffic: Northbound
Inspection Date: 07/19/20163 Span Bridge
Walls: G
Bearings: None Integral
6" wide delaminated at construction joint
hairline-small crack
Spall -1'x8"x3"
2016 Changes in RED
Spall 3" x 6"
I-75 NorthboundRoute: To Knoxville
Bent 1 OVER: Big Spring CreekFlow: Lt-Rt on I-75
33-I0075-01.17-RIGHT33I00750009
Bent 1I-75 Traffic: Northbound
Inspection Date: 07/19/20163 Span Bridge
Pier Wall GF
Cap: GF
Bearings: G Fixed
delaminated 2.3' X 2.2' crack showing through epoxy
all epoxied cracks
hairline-small crackalong const.joint
delaminated 1.4' widewith small crack
delaminated 2' X 2.2'
all epoxied cracks
delaminated 1'-1.3' wide
2016 Changes in RED
Looking Ahead
Looking Back
I-75 NorthboundRoute: To Knoxville
Bent 2 OVER: Big Spring CreekFlow: Lt-Rt on I-75
33-I0075-01.17-RIGHT33I00750009
Bent 2I-75 Traffic: Northbound
Inspection Date: 07/19/20163 Span Bridge
Pier Wall GF
Cap: GF
Bearings: G Fixed
delaminated 1.3' X 2.7' delaminated 3.1' X 2.3'
all epoxied cracks
hairline crackalong const.joint
delaminated 1' widewith epoxied cracks
hairline cracks delaminated 3' X 1.2'
all epoxied cracks
spall 1.5' X 4" X 1" deep
spall 4" X 1.7' X 1" deep delaminated 11" wide
2016 Changes in RED
Looking Ahead
Looking Back
I-75 NorthboundRoute: To Knoxville
Abutment 2 OVER: Big Spring CreekFlow: Lt-Rt on I-75
33-I0075-01.17-RIGHT33I00750009
Abutment 2I-75 Traffic: Northbound
Inspection Date: 07/19/20163 Span Bridge
Walls: G
Bearings: None Integral
cracks are hairline
delaminated 8" X 1.7'
15'
Void - exposed pile - settled 9" & 1.7' back under24'x2'x12" FILLED IN
2016 Changes in RED