The Hammerman Equipment Piling Mandrels for Plastic Sheet Piling
IM IN A R Y P R E L...622 PREBORING: Bore pilot holes through the existing constructed embankment...
Transcript of IM IN A R Y P R E L...622 PREBORING: Bore pilot holes through the existing constructed embankment...
- 23.91' Rt
Sta 16+64.94
Boring No. 2
- 28.65' Rt
Sta 12+98.91
Boring No. 1
` Bridge
` Roadway
El 1033.36
Sta 13+50.05
Approach SlabEl 1033.77
Sta 13+70.05
Begin Bridge
El 1035.00
Sta 15+00.05
` Pier 2
El 1033.77
Sta 16+30.05
End Bridge
El 1033.77
Sta 13+70.05
Begin Bridge
El 1033.77
Sta 16+30.05
End Bridge
(typ)
Protection
Slope
Ground Line
Existing
Approach Slab
20'-0"
Approach Slab
20'-0"
El 1033.36
Sta 16+50.05
Approach Slab
"212'-0
(typ)
Slope Protection
` Bridge
` Roadway
Eastbound
` I-94
Westbound
` I-94
Dwg 0-000.000-6
(typ) ~ See Details
Seepage Trench
El 1029.5
0
VP
C Sta 1
2+25.0
0
L = 5
50'
El 1040.5
0
VPI Sta 1
5+00.0
0
El 1029.5
0
VP
T Sta 1
7+75.0
0
130'-0"130'-0"
16'-0"
16'-0"
42'-0" 42'-0"
1'-5"
1'-5"
260'-0" Overall Bridge Length
FixedFixed
32'-0"
Clear
Road
way
34'-10"
32'-0" Clear Roadway
1'-5" 16'-0" 1'-5"
3'-11" 3'-11"
8"
16'-0"
-4.0000%
Fixed
HP14 x 73
HP14 x 102
HP14 x 73
2.5:1
2.5:1
4 Sp @ 6'-9" ~ 63" Prestressed I-Beams
El 1022.20El 1022.20El 1024.9 El 1010.1 El 1024.9
El 1006.69
+4.0000
%
2
1
1 2 3 4 5
3
Min Clr
16'-6"
Min Clr
16'-6"
I-94
Sta 17045+21.92
23 U.S.C. 409
NDDOT Reserves All Objections
TYPICAL SECTION
ELEVATION
PLAN
RO
UN
D E
AR
TH E
LE
VA
TIO
NS T
O T
HE T
EN
TH ~ A
LL O
TH
ER
S T
O T
HE H
UN
DR
ED
TH
VERTICAL CURVE DATA
SURVEY CONTROL POINTS
POINT NORTHING EASTING ELEVATION
RTK 3197
RTK 3196
456,525.06
456,348.48 2,747,056.24
2,746,841.77 1006.08
1005.45
DESIGN STRENGTHS:
Load & Resistance Factor Design
fy = 60,000 psi ~ Reinforcing Steel
f'c = 6,600 psi ~ Prestressed Beam Concrete
f'c = 4,000 psi ~ Class AAE-3 Concrete
f'c = 3,000 psi ~ Class AE-3 Concrete
STATENO.
ND
PROJECT NUMBERSHEET
NO.
SECTION
2/5/2016 braschke R:\SUPPORT\Teams\Bridge\Bridge Plan Stds\I-Beam\2016 Updates\170BR_001_BRLO_A.dgn7:22:23 AM
project number 170
XXXYYXX000
0-000.000-1
1
DEPARTMENT OF TRANSPORTATION
NORTH DAKOTA
DATE BRIDGE ENGINEER
STANDARD DRAWINGS
BRIDGE LAYOUT
F.W.S. 15 PSF
HL-93 DESIGN LOADING
PROJECT: XX-0-000(000)000
COUNTY
LOCATION
PRELIMINARY
purposes.
implementation
construction or
and not for
is preliminary
This drawing
STATION: 15+00.05
CODEBRIDGE
X781
D-258-1, D-622-1, D-714-18, D-900-1
SPECIAL PROVISIONS
MIGRATORY BIRD TREATY ACTSP 4(14)
NOTES
2/4/2016 11:18:42 AM R:\SUPPORT\Teams\Bridge\Bridge Plan Stds\I-Beam\2016 Updates\170BR_002_NOTES_A.docm
23 U.S.C. 409
NDDOT Reserves All Objections
STATE PROJECT NO. SECTION
NO. SHEET
NO.
ND project number 170 2
0-000.000-2
100 SCOPE OF WORK: This project consists of building a new 2-span prestressed concrete I-beam bridge with an overall bridge length of 260'-0" and a clear roadway width of 32'-0".
100 GENERAL: Include the cost of furnishing and placing preformed expansion joint filler,
concrete inserts, rebar couplers, silicone sealant, and other miscellaneous items in the price bid for Class AE-3 and AAE-3 concrete.
105 WORK DRAWINGS: Submit the prestressed concrete I-beam work drawings to the
Engineer for review. Use the following minimum text sizes on all work drawing sheets. Dimensions and Notes = 0.08" Detail Subtitles = 0.09" Detail Titles = 0.10" 107 HAZARDOUS MATERIAL: The existing structural steel is painted with lead-based paint.
Remove and dispose of any loose and peeling paint found on the existing structural steel according to the North Dakota Department of Health’s management of lead-based paint debris.
202 REMOVAL OF STRUCTURE: The existing structure is a 4-span steel girder bridge,
220'-0" long with a clear roadway width of 24'-0". The substructures are made of concrete. Include all work required to remove the bridge in the contract unit price for “Removal of Structure.”
Submit SFN 17987 “Asbestos Notification of Demolition and Renovation” to the North
Dakota Department of Health 10 days before beginning removal of concrete. 210 EXCAVATION: Include the excavation costs at the abutments, as shown in the “Detail at
Abutment”, and the excavation costs at the pier in the lump sum bid item, “Class 1 Excavation.”
602 CONCRETE: Provide aggregate for concrete that meets the requirements of Section
802.01 C.2, “Coarse Aggregate” and Section 802.01 C.3, “Fine Aggregate.” 602 DIAPHRAGMS AND ENDWALLS: Place the intermediate diaphragm concrete before
the deck concrete and allow the diaphragms to cure at least 72 hours before deck placement. Place the pier diaphragm and endwall concrete at the same time as the deck concrete.
602 DECK PLACEMENT: Place the deck concrete at a minimum rate of 50 CY per hour. 602 BRIDGE APPROACH SLABS: Mechanically finish approach slabs as specified in
Section 602.04 D, “Deck Finishing.” 602 CURING CONCRETE: Wet cure all concrete surfaces not covered by forms. Cover the
concrete with a double thickness of burlap. Maintain surface moisture between the final
finish and placement of burlap by periodic applications of a light fog spray of water. Keep the burlap continuously moist until the end of the curing period.
Cure deck and approach slab concrete as specified in Section 602.04 F.2, “Deck Slab
Concrete.” 602 SURFACE FINISH “D”: Apply Surface Finish “D” on all exposed substructure surfaces,
the fascia of the exterior beams, the outside edges of the pier diaphragm, the outside edges of the deck, the exposed endwall areas outside of the exterior beams, and on all bridge and approach slab barrier surfaces. Use brown surface finish, color number 30475 meeting Federal Standard 595B, for the back face of the barriers, including the diamond surfaces but excluding the recessed areas, and the outside edges of the deck. Use white surface finish, color number 27925 meeting Federal Standard 595B, for all other surfaces.
602 LONGITUDINAL GROOVING: After the curing of the deck and approach slabs is
complete and before the penetrating water repellent is applied, cut in longitudinal grooves into the deck and approach slabs using a mechanical cutting device. Perform any required surface correction grinding to the deck prior to grooving it. Cut grooves that are 1/8 inch in width (±1/64 inch) and 3/16 inch in depth (±1/16 inch). Space grooves at ¾ inch center to center. Stop the grooving 2 feet from the face of the barrier/curb and 6 inches from the beginning and end of the deck and approach slabs. Include the price for grooving in the bid item “Class AAE-3 Concrete.”
602 PENETRATING WATER REPELLENT TREATMENT: Apply penetrating water repellent
to the driving surface of the bridge deck after barrier forms have been removed. 622 PREBORING: Bore pilot holes through the existing constructed embankment for the
abutment piling to an elevation of 1005 before driving piling. Bore pilot holes to a diameter of 24 inches. Prior to pile driving, backfill the pilot holes by placing water in the empty hole until there is about 2 feet of standing water. Then add 2 to 3 feet of bentonite chips to the standing water. Use bentonite chips that are ¼" or greater in size. After waiting 10 to 15 minutes, repeat the process until the hole is filled with bentonite. Allow the holes to set overnight prior to being covered by embankment, aggregate or concrete, to allow for the bentonite to fully “hydrate” and to allow time to check for settling. Add additional bentonite to holes which have settlement. Include all costs associated with boring pilot holes and backfilling with bentonite in the price bid for HP14 x 73 piling.
NOTES
2/4/2016 11:18:42 AM R:\SUPPORT\Teams\Bridge\Bridge Plan Stds\I-Beam\2016 Updates\170BR_002_NOTES_A.docm
23 U.S.C. 409
NDDOT Reserves All Objections
STATE PROJECT NO. SECTION
NO. SHEET
NO.
ND project number 170 3
0-000.000-3
622 PILING: Drive piling with a diesel hammer with a rated energy and ram weight (minimum of 6,000 pounds) of at least 203,588 foot-pound-tons computed by the formula:
W(E–30,800) + 1.322E W = Weight of the ram (tons) E = Rated hammer energy Run the hammer at an energy that produces a penetration at bearing between ½" and 3
inches in the last 10 blows. 900 ELEVATION CHECK POINTS: Place six bolts on the top of the barrier to serve as
elevation check points. Include the cost for this item in the unit price bid for Class AAE-3 concrete.
930 ROADWAY CANOPY: A canopy is required to be constructed above the traveled
roadway under the existing structure and under the new structure to protect traffic from falling material. The canopy is an added safeguard and does not relieve the Contractor from any responsibility for the safety of the public.
Submit the canopy details, including materials that will be used, to the Engineer for
review. The canopy will provide a minimum vertical clearance of 15'-6" above the traveled roadway. The canopy will be extended a minimum distance of 5'-0" beyond the outside edge of deck of the structure and a minimum distance of 5'-0" beyond the edge of the driving lanes beneath the structure.
Construct the canopy before removing the concrete superstructure. The canopy will also
be in place before installing forming for the new deck and remain in place until after the new superstructure is complete. The canopy may be supported from the ground or suspended from the beams. Complete the installation of the canopy in a minimum amount of time and with the least inconvenience to the public.
Once the bridge superstructure is completed, remove the canopy. Roadway canopy will
be paid for at the contract unit price for “Roadway Canopy.” Payment for “Roadway Canopy” includes the construction, maintenance, and removal of the canopy system.
Begin Bridge
Abut 1
End of Beam
1'-6"
Pier 2
End of Beam
1'-0"
Pier 2
End of Beam
Abut 3
End of Beam End Bridge
1'-6"10 Eq Sp = 128'-0" 10 Eq Sp = 128'-0"
23 U.S.C. 409
NDDOT Reserves All Objections
Beam 1 is the west beam.
SCREED ELEVATIONS
5
BE
AM
`
4
BE
AM
`
3
BE
AM
`
2
BE
AM
`
1
BE
AM
`
.76
.76
.78
.78
.76
.76
.70
.70
.60
1033.4
9
1033.5
2
.60
1034.7
2
1034.7
2
1033.5
2
1033.4
9
1034.0
6
.46
.46
1034.0
6
1033.8
0
.28
.28
1033.8
0
.76
.76
.78
.78
.76
.76
.70
.70
.60
1033.4
9
1033.5
2
.60
1034.7
2
1034.7
2
1033.5
2
1033.4
9
1034.0
6
.46
.46
1034.0
6
1033.8
0
.28
.28
1033.8
0
.90
.90
.92
.92
.90
.90
.84
.84
.74
1033.6
3
1033.6
6
.74
1034.8
6
1034.8
6
1033.6
6
1033.6
3
1034.2
0
.60
.60
1034.2
0
1033.9
4
.42
.42
1033.9
4
.90
.90
.92
.92
.90
.90
.84
.84
.74
1033.6
3
1033.6
6
.74
1034.8
6
1034.8
6
1033.6
6
1033.6
3
1034.2
0
.60
.60
1034.2
0
1033.9
4
.42
.42
1033.9
4
.04
.06
.06
.04
.88
1033.6
3
1033.8
0
.74
1035.0
0
1035.0
0
1033.8
0
1033.7
7
.74
.74
1034.0
8
.56
.56
1034.0
8
.34
1034.9
8
1035.0
4
1035.0
4
1034.9
8
.34
BRIDGE BID ITEMS
SPEC CODE ITEM DESCRIPTION UNIT QUANTITY
2
1
770
1,225
75,197
16,286
1,280.0
924
154.8
125.7
339.8
431
1
1
1
EA
L SUM
LF
LF
LBS
LBS
LF
SY
SY
CY
CY
SY
EA
L SUM
L SUM
ABUTMENT UNDERDRAIN SYSTEM
ROADWAY CANOPY
STEEL PILING HP 14 X 102
STEEL PILING HP 14 X 73
REINFORCING STEEL-GRADE 60-EPOXY COATED
REINFORCING STEEL-GRADE 60
PRESTRESSED I-BEAM-63 IN
PENETRATING WATER REPELLENT TREATMENT
CONCRETE BRIDGE APPROACH SLAB
CLASS AE-3 CONCRETE
CLASS AAE-3 CONCRETE
CONCRETE SLOPE PROTECTION
FOUNDATION PREPARATION
CLASS 1 EXCAVATION
REMOVAL OF STRUCTURE
9537
7012
0070
0060
0116
0115
9920
1250
1133
1130
0130
0100
0201
0099
0105
930
930
622
622
612
612
604
602
602
602
602
258
210
210
202
STATENO.
ND
PROJECT NUMBERSHEET
NO.
SECTION
2/5/2016 braschke R:\SUPPORT\Teams\Bridge\Bridge Plan Stds\I-Beam\2016 Updates\170BR_004_SCREED_A.dgn7:22:24 AM
project number 170
XXXYYXX000
LOCATION
SCREED ELEVATIONS &
BID ITEM QUANTITIES
4
0-000.000-4
PRELIMINARY
purposes.
implementation
construction or
and not for
is preliminary
This drawing
Sta 13+70.05
Begin BridgeSta 15+00.05
` Pier 2
Sta 16+30.05
End Bridge
Sta 15+00.05
` Pier 2
Sta 13+70.05
Begin Bridge
Sta 16+30.05
End Bridge
` Bridge
` Roadway
` Bridge
` Roadway
HP14 x 73 ~ 125'
` Abut 1 & ` Piling
HP14 x 102 ~ 110'
` Pier 2 & ` Piling
HP14 x 73 ~ 120'
` Abut 3 & ` Piling
El 1027.50
El 1027.64
El 1027.79
El 1027.64
El 1027.50
El 1028.69
El 1028.83
El 1028.97
El 1028.83
El 1028.69
El 1027.50
El 1027.64
El 1027.79
El 1027.64
El 1027.50
Pile (typ)
Existing Timber
Footing (typ)
Existing
` Bridge
` R
oad
way
Sy
m a
bout
2 S
p @ 8'-3"
2 S
p @ 8'-3"
3 S
p @ 4'-3"
3 S
p @ 4'-3"
2 S
p @ 8'-3"
2 S
p @ 8'-3"
260'-0" Overall Bridge Length
130'-0" ~ Span 2130'-0" ~ Span 1
1'-3" 1'-3"
8'-0"
4'-3"
4'-3"
4'-3"
3'-10"
7'-4"
Elevations shown are to top of finished concrete.
Outer existing timber piling are battered at 12:1 as shown.
1
7
1
5
1
5
PILE NORTHING EASTING
456,308.51 2,746,937.39
PILE COORDINATES
1
5
456,437.31 2,746,936.231
7
456,565.83 2,746,927.591
5
PIE
R 2
AB
UT 1
AB
UT 3
456,309.77 2,746,970.36
2,746,961.71456,438.28
456,567.08 2,746,960.56
PILING LAYOUT
BEARING ELEVATIONS
PIER 2 PILING LAYOUT
23 U.S.C. 409
NDDOT Reserves All Objections
NOTE:
4.5E
S + 0.2x
W + 0.2M
W + MP =
following formula:
calculate the safe bearing value of piles by the
For double acting or single acting diesel hammers,
observed stroke (ft) and W (lbs).
For single acting hammers, calculate E by multiplying
for last ten blows.
S = Average penetration of pile in inches per blow
E = Energy per blow, in foot-pounds.
pile weight, anvil (if any), driving cap, etc.
M = Weight of parts being driven, in pounds. Includes
W = Weight of striking parts (ram), in pounds.
P = Safe bearing value, in pounds.
Where:
Drive the HP14 x 102 Pile to 250 tons.
Drive the HP14 x 73 Pile to 180 tons.
STATENO.
ND
PROJECT NUMBERSHEET
NO.
SECTION
2/5/2016 braschke R:\SUPPORT\Teams\Bridge\Bridge Plan Stds\I-Beam\2016 Updates\170BR_005_PILELO_A.dgn7:22:25 AM
project number 170
XXXYYXX000
0-000.000-5
LOCATION
PILING LAYOUT &
BEARING ELEVATIONS
PRELIMINARY
purposes.
implementation
construction or
and not for
is preliminary
This drawing
5
Cap
3'-0"
4:1
2'-6" 2'-6"
7'-6"
2.5:1
20:1
12:1
(typ)
2'-6"
Abutment Wing
Pipe to be below
Excavation
of Class 1
Pay Limits
Excavation
of Class 1
Pay Limits
(See D-714-18)
Headwall
Precast Concrete
Fill
Foundation
34'-11" ~ Foundation Fill Limits
Fabric Wrapped PE Pipe
4" | Corrugated Perforated
81'-0"È Seepage Trench ~ 4" | Corrugated Perforated Fabric Wrapped PE Pipe & Class 43 Aggregate
Aggregate
Class 43
2'-0"
23 U.S.C. 409
NDDOT Reserves All Objections
BACK FACE OF ABUTMENT
ABUTMENT PLAN
DETAIL AT ABUTMENT
NOTES:
"Abutment Underdrain System."
corrugated perforated pipe and headwalls in the pay item
Include the cost to furnish and place the foundation fill, aggregate,
requirements of Section 210.
of Section 816.03, Class 43. Provide foundation fill that meets the
D4 drainage fabric. Provide aggregate that meets the requirements
the pipe that meets the requirements of Section 858.01 for D3 or
requirements of Section 830.03 A.4. Provide fabric wrapping for
Use corrugated perforated fabric wrapped PE pipe that meets the
STATENO.
ND
PROJECT NUMBERSHEET
NO.
SECTION
2/5/2016 braschke R:\SUPPORT\Teams\Bridge\Bridge Plan Stds\I-Beam\2016 Updates\170BR_006_UNDERDRAIN_A.dgn7:22:26 AM
project number 170
XXXYYXX000
6
0-000.000-6
LOCATION
ABUTMENT UNDERDRAIN &
EXCAVATION DETAILS
PRELIMINARY
purposes.
implementation
construction or
and not for
is preliminary
This drawing
34'-11"
7'-4"6'-9"6'-9"6'-9"7'-4"
(typ)
2'-0"
(typ)
16'-6"
2'-6"
1'-3"
"2119'-5
38'-11"
(typ)
2'-0"
(typ)
11'-3"
"8
55'-3
"4
15'-5
5'-7" "4
15'-5
"8
55'-3
(typ)
3'-0"
38'-11"
"212'-114 Sp @ 8'-3" ~ HP14 x 73 Piling"2
12'-11
"8
55'-3
11'-3"
2'-6"
12'-0"4'-6"
16'-6"
5'-9"
5'-6"
Fillet
6" x 6"
(See Detail and Note)
Waterproof Membrane
Keyway
" x 10"211
5'-7"
2'-6"
Keyway (typ)
" x 10"211
` Bridge
` Roadway
Keyway (typ)
" x 10"211
Keyway (typ)
" x 10"211
(typ)
6" x 6" Fillet End Bridge
Begin or
` Piling
` Abutment
Keyway (typ)
" x 10"211
(Min)
2"
(1'-0" Min)
Width of Material
(Min)
2"
23 U.S.C. 409
NDDOT Reserves All Objections
A
A
WING ELEVATION
A-A
ELEVATION
PLAN
WATERPROOF MEMBRANE DETAIL
contract unit price for "Class AE-3 Concrete."
602.03 B. Include the cost of the waterproof membrane in the
Use waterproof membrane that meets the requirements of Section
STATENO.
ND
PROJECT NUMBERSHEET
NO.
SECTION
2/5/2016 braschke R:\SUPPORT\Teams\Bridge\Bridge Plan Stds\I-Beam\2016 Updates\170BR_007_ABUTDIM.dgn7:22:27 AM
project number 170
XXXYYXX000
LOCATION
(SHOWING DIMENSIONS)
ABUTMENT DETAILS
0-000.000-7
7
QUANTITIES
SEE DWG 0-000.000-8
PRELIMINARY
purposes.
implementation
construction or
and not for
is preliminary
This drawing
6-5B100
6-5A101
"215
3-5B101
6-5B102
6-5A100
6-5C100 6-5B102
3-5B101
6-5A101
6-5B100
"215
18 Sp @ 1'-0"
5C101
16 Sp @ 6"
5C102 & 5C103
16 Sp @ 6"
(typ)
5C101
(typ)
5C103
(typ)
5A101
5B100
5C105
5B102
5B103
5B101 ~ BF5SB100
(typ)
5SA100 5C100 ~ BF
5A100 ~ FF 5B101 ~ BF
5B102
(typ)
4C104
(typ)
5A101
5B100
5C105
5B102
5A102
5B103
5SB100
(typ)
5SA100
5A100
5C100 5B101
5SA1005SB100
5B102
5A101
5B1005
A102 ~ B
F
5B103 ~ F
F
5B102
5C100
5B101
2-5D100
5S
A100 ~ B
F
5S
B100 ~ F
F
5A101 ~ B
F
5B100 ~ F
F
5 S
p @ 1'-0"
4 S
p @
1'-0"
11 Sp @ 1'-0" ~ 5SC100
Alternate Open Ends
5"
3"
7"
3"
5"
12"
3"12"
1'-0"
1'-11"
5B100 & 5
B102
5S
B100 & 5
C100
5A102
7"
5" 5D100
4" Clr
5C100
5B103 &
3"
Face
Front
5C105
(typ)
2" Clr
4C104
5C102
5C103
5C100 ~ B
F
5A100 ~ F
F
Front Face
(typ)
2" Clr
3"
4"
Clr
5C100 ~ B
F
5A100 ~ F
F
4 S
p @ 1'-0"
5A101
5 S
p @ 1'-0"
5S
A100
4 S
p @ 1'-0"
5B101
1'-0"
2 S
p @
5C105
4 @ 1'-0"
23 U.S.C. 409
NDDOT Reserves All Objections
(ONE ABUTMENT)
D-DA-A
WING ELEVATION
C-CB-B
PLAN
ELEVATION
NOMENCLATURE:
FF = Front Face
BF = Back Face
C C
A
A
B B
D
D
STATENO.
ND
PROJECT NUMBERSHEET
NO.
SECTION
2/5/2016 braschke R:\SUPPORT\Teams\Bridge\Bridge Plan Stds\I-Beam\2016 Updates\170BR_008_ABUTREIN.dgn7:22:29 AM
project number 170
XXXYYXX000
LOCATION
(SHOWING REINFORCING)
ABUTMENT DETAILS
0-000.000-8
8
QUANTITIES
CLASS AE-3 CONCRETE
REINFORCING STEEL
40.1 CY
3,375 LBS
PRELIMINARY
purposes.
implementation
construction or
and not for
is preliminary
This drawing
` Bridge
` Roadway
` Pier
Keyway (typ)
" x 1'-0"211
"216'-46'-9"6'-9"6'-9""2
16'-4
33'-0"
3'-0" 1'-6"
16'-6"
Keyway (typ)
" x 1'-0"211
Keyway (typ)
" x 10" x 1'-0"211
Keyway (typ)
" x 10" x 1'-0"211
"8
53'-7
"8
33'-9
"8
53'-7
2'-6"6"
(typ)
3'-6"
1'-0"3'-0"9'-0"3'-0"9'-0"3'-0"1'-0"
22'-0"
(typ)
1'-6"
(typ)
2'-0"
11'-6"
7'-0"
(typ)
5'-0"
1'-9"6 Sp @ 4'-3" ~ HP14 x 102 Piling1'-9"
29'-0"
` Piling
` Pier
Class 1 Excavation
Pay Limits of
(typ)
2'-6"
(typ)
2'-6"
3'-0"
2'-8"
(typ)
2"Keyway
" x 10" x 1'-0"211
Keyway
" x 10" x 1'-0"211
2'-6" 6"
3'-0"
23 U.S.C. 409
NDDOT Reserves All Objections
A A
ELEVATION
A-A
END VIEW
PLAN
STATENO.
ND
PROJECT NUMBERSHEET
NO.
SECTION
2/5/2016 braschke R:\SUPPORT\Teams\Bridge\Bridge Plan Stds\I-Beam\2016 Updates\170BR_009_PIERDIM.dgn7:22:30 AM
project number 170
XXXYYXX000
LOCATION
9
0-000.000-9
(SHOWING DIMENSIONS)
PIER DETAILS
QUANTITIES
SEE DWG 0-000.000-10
PRELIMINARY
purposes.
implementation
construction or
and not for
is preliminary
This drawing
7 Sp @ 5" 7 Sp @ 5"
7" 7"
3" 3"
8A209
5SN200 2-5N203
5N205 5N205
6-8A209
2-5N203 5SN200
2-4A208
5N202
2-5N204
5N206
2-5N204
5N202
(typ)
6-5D200
8-8A204 2-4A205 2-4A206 2-4A207
(typ)
* 2-8A203
( typ)
* 5-8A203
7-8A202
(typ)
6C201
(typ)
4C200 2-5A201 4-7A200
11 S
p @ 1'-0" ~ 5
N201 (ty
p)
3"
3"
7 E
q S
p
4"
8" 1'-6" 6N200
(typ)
4C200
6N200 8"
4"
(typ)
6C201
5A201
1'-6"
(typ)
2" Clr
5SN200
(typ)
5D200
8A202 5A201
(typ)
2" Clr
6N200
4"
Clr
6C201
7A200
4C200
(typ)
* 8A203
5N201
(typ)
2" Clr
4 E
q S
p
4 Eq Sp
7 Eq Sp
5N204
(typ)
2" Clr
8A209
4A208
4A208
4A207
4A206
4A205
8A204
5 Eq Sp
5 E
q S
p
5N2065 E
q S
p
5 Eq Sp
7 Eq Sp
8A202
5A201
7A200
6N200
4"
Clr
8A209
4A208
4A208
4A207
4A206
4A205
8A204
1'-6"
7" 7"
7"
1'-6" 1'-6"
7"
14 Sp @ 8" 14 Sp @ 8"
* 2-8A203
* 5-8A203
(typ)
2" Clr
(typ)
2" Clr
6N200 (typ)
3 Sp @ 11"
23 U.S.C. 409
NDDOT Reserves All Objections
ELEVATION
A-A
C-C
D-D
END VIEW
E-E
B-B
PLAN
A A
E
C C
E
D
D
B
B
into the footing wall.
an embedment of 3'-0"
* The 8A203 bars shall have
STATENO.
ND
PROJECT NUMBERSHEET
NO.
SECTION
2/5/2016 braschke R:\SUPPORT\Teams\Bridge\Bridge Plan Stds\I-Beam\2016 Updates\170BR_010_PIERREIN.dgn7:22:31 AM
project number 170
XXXYYXX000
LOCATION
(SHOWING REINFORCING)
PIER DETAILS
10
0-000.000-10
QUANTITIES
CLASS AE-3 CONCRETE
REINFORCING STEEL
45.5 CY
7,037 LBS
PRELIMINARY
purposes.
implementation
construction or
and not for
is preliminary
This drawing
10"
6"
"2
11
2"
2"
3 @ 8" ~ B7
2'-6"
5"
B5
(typ)
3"
(typ)
No Bevel
B3
Per Side
Half B3
B4
B3
2'-2"
1'-4"
5"
5"
B6
B8
2-B3
6"6"
4"
6"4"
"4
31
"2
17
"4
33'-10
3 S
p @ 1'-0" ~ 2-B
4
5'-3"
1"
6"
7"
3"
4 S
p @ 1'-0" ~ B
81'-0"
2'-6"
1'-4"
5"
5"
(typ)
" Bevel43
B1
B2
B6
B3
B5
B7
5"
4-B8
(typ)
3" R
B2
2-B8
4-B6
2-B4
(Cut 2 from 1)
Half B3 Per Side
with B6
B3 Starting
Every Other
2-B1 ~ Match 2-B1 ~ Match Every B3
6"
11"
2"
3"
2-B3 & B5
3 @ 6" 8 Sp @ 6" ~ B3 & B56" 7" XX Sp @ 1'-4" ~ Maximum Spacing ~ B3 & B5
B5
2-B3 &
4 @ 3"
(typ)
5"
` Beam
Sym about
4-B7
11"
4'-0"3'-4"
2'-2"
"2
17
5'-3"
"2
13
"2
13'-6
10" 6"
B1
x 9 x 2'-0"43Í
B8
(typ)
" Clr411
" Clr
21
1
23 U.S.C. 409
NDDOT Reserves All Objections
(ONE BEAM)
BEAM SECTION DATA
WT = 787.9 LBS/FT + 5175 LBS FOR END BLOCKS
CROSS SECTIONAL AREA AT ` SPAN = 732 INÔ
C.G. (FROM BOTTOM) = 31.17 IN
I = 392,056 INÖ
Sç = 12,578 INÕ
* Field bend as shown (Grade 40).
*
SHAPELENGTHSIZE NO.
B1 4 BENT
B2 65 2'-6" BENT
B3 4 BENT
B4 4 BENT
B5 3 2'-9" BENT
B6 85 BENT
B7 X5 STR
B8 5 4'-0" STR
XX'-X"
X
X
X 3'-9"
11'-6"
8'-3"
6'-11"
16
24
MARK
BAR LIST ~ ONE BEAM
PART BEAM ELEVATION
END VIEW
SAME AS "SECTION @ `")
(DETAILS NOT SHOWN ARE
AA
A-A
SECTION @ `END AREA = 1182.75 INÔ
STATENO.
ND
PROJECT NUMBERSHEET
NO.
SECTION
2/5/2016 braschke R:\SUPPORT\Teams\Bridge\Bridge Plan Stds\I-Beam\2016 Updates\170BR_011_63IBEAM1.dgn7:22:32 AM
project number 170
XXXYYXX000
LOCATION
PRESTRESSED I-BEAM
0-000.000-11
QUANTITIES
BEAM LENGTH 128.0 LF
11
PRELIMINARY
purposes.
implementation
construction or
and not for
is preliminary
This drawing
PRE-TENSIONED 63"
1'-2"
1'-2"
2'-0"
4"8"8"4"
9"
(typ)
"851
Diaphragm
` Intermediate
41
41
(typ)
x 9 x 2'-0"43Í
" | x 2'-0" Bar85
9"
12
4.2
"2
13 6"
"211'-10
10"
1'-8" ~ B2
2'-3" ~ B5
4'-11" ~ B6
1'-0"
3"
5"
B2
B5
B6
12
1.25
4'-3"
3'-2"
10"
5'-5"
3"
"213
5"
"2
15
" Holes
21
1
3 S
p @ 1'-1"
" Holes
21
1
3 S
p @ 1'-0"
23 U.S.C. 409
NDDOT Reserves All Objections
INTERMEDIATE DIAPHRAGM DETAIL
BEARING DETAILBENT BAR DETAILS
BEAM END DETAIL
ELEVATION
B4B3
B2, B5 & B6
B1
ELEVATION
(DIMENSIONS SHOWN ARE OUT TO OUT)
PRESTRESSING DATA
C.G.FORCE
FINAL
STRENGTH
DETENSION
STRENGTH
ACCEPTANCE
(Min)
6600 psi
(Min)
6600 psi
1200.2 k
1207.0 k
1214.0 k
(TONS)
WEIGHT
53.0 128'-0"
LENGTH
BEAM
4.25"
4.50"
4.75"
NOTES:
Install hooks or devices within 4'-0" of the end of beam.
Provide handling hooks or devices as required by the Contractor.
Rough float and transversely broom the top of the beams for bond.
and their construction methods with the approval of the Engineer.
may be made to accommodate the forms of various contractors
Minor changes to the shape of the beam and to reinforcing steel
noted.
" clearance to all reinforcing steel unless otherwise41Provide a 1
accommodate the diaphragm bars.
Provide holes and inserts in the beams at locations shown to
Pour beams in all steel forms.
"Prestressing Data" table.
those on a curve determined by the three values shown in the
been accounted for) and its corresponding center of gravity, from
Select the final prestress force (remaining after all losses have
the work drawings.
elongation, and any proposed changes in the reinforcing steel in
Show the strand layout, pull down locations, tensioning forces,
Contractor for his method of stressing.
concrete, and the relaxation of steel stress as determined by the
prestress due to elastic shortening, shrinking or creeping of
drawings the total initial prestress force and the losses in the
days prior to forming or pouring any beams. Include in the work
Submit the work drawings to the Engineer for review at least 14
the exterior beams at the Piers.)
only at the Piers. Use inserts for
Abutments & for the interior beams
(Use holes for all beams at the
Dwg 0-000.000-00 for locations.)
inserts for the exterior beams. See
(Use holes for interior beams only. Usebid price for the beam.)
for the bearing plate. Include the costs in the
(Use ASTM A36 steel, hot dipped galvanized,
project number 170
XXXYYXX000
STATENO.
ND
PROJECT NUMBERSHEET
NO.
SECTION
2/5/2016 braschke R:\SUPPORT\Teams\Bridge\Bridge Plan Stds\I-Beam\2016 Updates\170BR_012_63IBEAM2.dgn7:22:33 AM
12
0-000.000-12
LOCATION
PRE-TENSIONED 63"
PRESTRESSED I-BEAM
PRELIMINARY
purposes.
implementation
construction or
and not for
is preliminary
This drawing
43'-2"42'-8"44'-2"
389 Sp @ 8" ~ 6XA502 ~ Top
130'-0" ~ Span 1
260'-0" Overall Bridge Length
` Pier 2
Sym about
Spacing
Diaphragm
Intermediate
(typ)
5-4XAA502
4"
(typ)
3-4XAA502
(typ)
4XAA502 40'-0"
16'-6"
` Bridge
` Roadway
7'-6"
Sho
win
g T
op R
einforcin
gSho
win
g B
otto
m R
einforcin
g
311 Sp @ 10" ~ 5XA500 ~ Bot5"
4" 389 Sp @ 8" ~ 5XK500 & 5XL500 ~ Both Barriers (Not Shown)
Top (typ)
6XA502
Bot (typ)
5XA500
Top (typ)
6XAA501
Bot (typ)
5XAA500
Bot (typ)
5XA501
Top (typ)
7XA503
Bridge
Begin
23 U.S.C. 409
NDDOT Reserves All Objections
HALF PLAN
STATENO.
ND
PROJECT NUMBERSHEET
NO.
SECTION
2/5/2016 braschke R:\SUPPORT\Teams\Bridge\Bridge Plan Stds\I-Beam\2016 Updates\170BR_013_SLABLO.dgn7:22:34 AM
project number 170
XXXYYXX000
0-000.000-13
13
LOCATION
QUANTITIES
SEE DWG 0-000.000-16
HALF SLAB LAYOUT
PRELIMINARY
purposes.
implementation
construction or
and not for
is preliminary
This drawing
(typ)
5XG5004-6A501
(typ)
4-4C501 ` Bridge
Sym about ` Roadway
(typ)
4XG501 4-6A502
"213 "2
13` Bridge
Sym about ` Roadway
Inserts
Threaded
(typ)
2-4A5032-6A502
(typ)
4C5012-6A501
Inserts
Threaded
"213"2
13
4XG501 (typ)
4 Sp @ 11"
See Detail
2-6AT500
See Detail
2-6AT500
4-6AT500 (typ)
4 Threaded Inserts
4-6AT500 (typ)
4 Threaded Inserts
5XG500 (typ)
4 Sp @ 11"
(typ)
6" Fillet
(typ)
4C501
5XG500
1'-2"
1'-0"
3'-0"
")83to
(Assumed to compress
Pref Exp Joint Filler (typ)
" x 1'-0" x 2'-2"21
(typ)
6" Fillet
4A503
4XG501
Joint
Construction
1'-2"
9" 3"
6A501 & 4
C501
3 S
p @ 1'-1"
6A502
3 S
p @ 1'-0"
(typ)
2" Clr
" Clr854
(typ)
2" Clr
2'-6"
Threaded
23 U.S.C. 409
NDDOT Reserves All Objections
(SHOWING PIER DIAPHRAGM) (SHOWING INTERMEDIATE DIAPHRAGM)
PLAN
(SHOWING PIER DIAPHRAGM) (SHOWING INTERMEDIATE DIAPHRAGM)
ELEVATION
A
A
B
B
A-A
B-B
6AT500 DETAIL
in the Prestressed Beam bid item.
No. 6 Reinforcing Steel ~ Include
STATENO.
ND
PROJECT NUMBERSHEET
NO.
SECTION
2/5/2016 braschke R:\SUPPORT\Teams\Bridge\Bridge Plan Stds\I-Beam\2016 Updates\170BR_014_DIAPHRAGM.dgn7:22:35 AM
project number 170
XXXYYXX000
LOCATION
0-000.000-14
14
QUANTITIES
SEE DWG 0-000.000-16
PIER & INTERMEDIATE
DIAPHRAGM DETAILS
PRELIMINARY
purposes.
implementation
construction or
and not for
is preliminary
This drawing
(typ)
5XB501
(typ)
5XB500
(typ)
5XP500
5XA504 2-5XA504 4-5A500
(typ)
5XA505
(typ)
4-4C500
(typ)
"21
(typ)
5XA505
(typ)
5XB500
(typ)
5XP500
(typ)
5XB501
(typ)
4C500 2-5A500
5XB500, 5XB501 & 5XP500 to Match Abutment Reinforcing
33 Sp @ 1'-0" ~ 5XA505 "2111"2
111
End Bridge
Begin or5XB500
5XB5015XA505
Coupler
* Rebar
Beams Only)
(Between
6" Fillet
5XA505
5XA504
5XP500
1'-2" 6"
10"
(typ)
4C500
Reinforcing
Abutment
")83compress to
(Assumed to
Pref Exp Joint Filler
" x 1'-0" x 2'-2"21
2'-6"
1'-6"
1'-2"
5A500 & 4
C500
3 S
p @ 1'-1"
(typ)
5A500
5XP500
"211
1" Clr
"2
15
8"
10"
"212
" Clr211
" Clr
21
1
" Clr413
" Clr851
23 U.S.C. 409
NDDOT Reserves All Objections
PLAN
ELEVATION
(APPROACH LIP NOT SHOWN)
A
A
A-A
APPROACH LIP DETAIL
NOTE:
until all of the foundation fill is in place.
Do not install the 5XA505 bars into the approach slab
according to Section 612.04 E.
couplers according to Section 836.02 A and repair any damaged epoxy coating
125% of the reinforcing steel specified yield strength. Provide epoxy coated
* Use approved mechanical connectors for the couplers capable of developing
STATENO.
ND
PROJECT NUMBERSHEET
NO.
SECTION
2/5/2016 braschke R:\SUPPORT\Teams\Bridge\Bridge Plan Stds\I-Beam\2016 Updates\170BR_015_ENDWALL_A.dgn7:22:36 AM
project number 170
XXXYYXX000
0-000.000-15
15
LOCATION
QUANTITIES
SEE DWG 0-000.000-16
ENDWALL DETAILS
PRELIMINARY
purposes.
implementation
construction or
and not for
is preliminary
This drawing
` Beam
1"
1'-5"16'-0"16'-0"1'-5"
34'-10"
32'-0" Clear Roadway
" / Ft41
Slope " / Ft41Slope
8"
` Bridge
` Roadway
Detail"
See "Riser
Keyway (typ)
"21" x 52
11(typ)
Drip Strip
" Bevel43
3'-11"4 Sp @ 6'-9" ~ 63" Prestressed I-Beams3'-11"
4"
34 Sp @ 1'-0" ~ 6XAA501 ~ Top5" 5"
1'-1"
9"
16 Sp @ 1'-0" ~ 7XA503 ~ Top4"
8" 16 Sp @ 1'-0" ~ 7XA503 ~ Top
1" Clr5XA500
5XL500
5XK5006XA502
"211 "2
113"
Bot (typ)
5XAA500
4 Sp @ 1'-0" "217"2
17 10"
1'-6"
3'-8"7'-5"3'-8"9" 9"
16'-3"
9"
16'-3"
1'-6"
3'-8" 7'-5" 3'-8" 9"
260'-0" Overall Bridge Length
14 Sp @ 16'-3"
1'-8"
6"
" V-Grooves (typ)43 " V-Grooves (typ)4
3
Bot
5XA501
1'-2"
Bot
5XAA500
2 @ 1'-2"
` Bridge
Sym about ` Roadway
Bot (typ)
5XA501
3 Sp @ 1'-0"
8"7"
2"
1'-5"
1'-7"
10"
3"
2'-8"
"8
32'-8
Optional
10"
R
(typ)
4XAA502* 5XL500
* 5XK500
Bevel
"43
2"
1'-8"
6"
(typ)
" Bevel43
2'-0"
10" 10"
4"
6"
6"
1'-0"
4"
4"
1'-8"
6"
6"
6"
2"
(826.02 B.1)
Silicone Sealant
(See D-900-1)
finished concrete.
" above81Leave top of head
" | x 3" Galv Carriage Bolt83
" Clr212
23 U.S.C. 409
NDDOT Reserves All Objections
RISER DETAIL
SLAB SECTION
SLAB SECTION
(SHOWING DIMENSIONS)
(SHOWING REINFORCING BETWEEN SUPPORTS) (SHOWING REINFORCING OVER PIER)
(SHOWING DIMENSIONS ~ BACK FACE)
BARRIER ELEVATION
A
A
SHOWING DIMENSIONS SHOWING REINFORCING
BARRIER DETAIL
DIAMOND DETAIL
A-A
front face to the barrier reinforcing.
" clearance from the21* Provide a 1
riser to maintain the 8" slab thickness.
". Adjust the83The anticipated midspan riser is 1
The 1" dimension shown is located at the supports.
STATENO.
ND
PROJECT NUMBERSHEET
NO.
SECTION
2/5/2016 braschke R:\SUPPORT\Teams\Bridge\Bridge Plan Stds\I-Beam\2016 Updates\170BR_016_SLABSEC.dgn7:22:38 AM
project number 170
XXXYYXX000
LOCATION
0-000.000-16
16
SLAB SECTION
QUANTITIES
CLASS AAE-3 CONCRETE
REINFORCING STEEL
339.8 CY
2,499 LBS
REINFORCING STEEL (EPOXY) 75,355 LBS
PRELIMINARY
purposes.
implementation
construction or
and not for
is preliminary
This drawing
g
b d
b b
c c c
Total Length per Set = e x b + d
e = # of "b" Length Pieces in a Set
c = Lap Splice (typ)
b
c
* b
XB500 and XB501
* b = Vertical Leg for
b
c
d
b
c
h
k
hk
kh
kh
d
b
c
a
d
e
g g
a
c
bf
k
h
a
k
h
f
d b
c
h
k
c
b
a
b
c
ga
f
h
k
a
b
Eq Sp
e = #
b
c
a
e = # Eq Sp
d
b
a c
d
e = # Eq Sp
c
c
e = # Eq Sp
a
b
d
a
23 U.S.C. 409
NDDOT Reserves All Objections
0 12
0 12
0 12
5 4'-3"
2'-3"
12 7'-11"
B100
B102
B101
4'-3"B103
24
24
4
5 C100 38'-5"12
4'-3"
7'-1"
14'-4"
2'-3" 2'-3"
5 C103 2'-2"38 1'-3"
4 C104 3'-2" 2'-2"60
5 C102 17'-1" 2'-2"38
5 C101 22'-6" 2'-2"64
7 4 28'-8"A200
5 12 28'-8"A201
8 7 28'-8"A202
8 48 17'-6"A203
8 8 27'-8"A204
4 2 29'-5"A205
4 2 30'-9"A206
4 C200 3'-8" 2'-8"70 6" 6"
6 N200 28 2'-8" 6'-6" 6"
5 8 3'-2" 6"
5 24A101
5 N202 2'-8" 6"
5 4 14'-4" 14'-4"A102
5 5'-3"4SC100 11207'-0"
5
5
5
8 15'-5" 2'-6"D1005 12
4'-8"
19'-4"
16'-1"
6'-6"
18'-7"
5 13'-1"4SA100 4'-4" 443'-7"
16'-1" 16'-1"
5 C105 23'-2" 1'-8"20 10'-9" 10'-9"
4'-9" 10'-2"
1'-3"
5 N201 2'-8" 6" 0 12
12'-11"
10'-2" 10'-2"
10"
4 2 32'-1"A207
4 4 32'-8"A208
8 6 32'-8"A209
28'-8"
28'-8"
28'-8"
17'-6"
27'-8"
29'-5"
30'-9"
32'-1"
32'-8"
32'-8"
6 C201 8'-10" 6'-4"2 1'-3" 1'-3"
0 12
0 12
5 2'-8" 6"
5 3'-3" 6"
5 1'-9" 6" 0 12
5 D200 12 6'-2" 3'-1" 3'-1" 12 9.6
36 2'-8" 2'-4" 6"
5
N203
28 1'-9" 3'-3" 6"
5 8 1'-9" 3'-2" 6"
11'-0"
5 8 12'-8" 2'-8" 3'-2" 6"
N2065
N205
8 2'-8" 3'-5" 6"
5
N204
6 2'-8" 3'-3" 6"
5 2 63'-0" 2'-8" 1'-3" 6"SN200 2'-11" 5
20'-4"
6" 6"
5 SB100 4 4'-4" 4'-3" 13'-1" 4
13'-2"
12'-10"
11'-0"
10'-10"
5.5
42'-11"
64'-10"
5 A100 12 38'-7" 38'-7"
PIE
RA
BU
TM
EN
TS
SU
PE
RS
TR
UC
TU
RE
EP
OX
YR
EG
UL
AR
5
SIZE
5 4'-11"
5 2'-2"
5 7'-11" 3'-11" 4'-0"
12
12
5 26 60'-0" 2'-6" 29'-8"
6 60'-0" 3'-0"
4 1'-6"18 60'-0" 25'-8"
6 8 25'-4" 25'-4"
5 44 6'-8" 3'-8" 3'-0"
5 20 15'-6"
4
2'-8" 5'-5"5'-5"
4'-10"
1'-0"
12'-1" 5" 4'-10" 1'-0"
XK500 780 1'-4" 1'-0"8" 11" 8" 2.5" 8" 8.5
XL500 780 5'-0" 3" 8" 2'-2" 2.5" 1.25
XAA500
XAA501
XAA502
4
4
4
259'-8"269'-8"
34'-7" 34'-7"A500
A501
6 A502 32
4 C500 3'-2" 2'-2"6" 6"
5 34'-6" 34'-6"XA500
5 15'-0" 15'-0"XA501
7 56'-6" 56'-6"XA503
20
68
XB500
XB501
XG500
XG501
5 XP500 5'-6" 2'-1" 2'-2" 12 6.55" 10"70
271'-8"35 259'-8"31'-8"
12 0
12 0
312
5
3'-0" 3'-0"
XA504
136
16
4 A503 32 5'-3" 5'-3"
80
70
265'-8" 259'-8"
6 XA502 34'-6" 34'-6"390
5
34'-7" 34'-7"
XA505
6
26'-2" 26'-2"
80
4 C501 32 3'-8" 6" 2'-8" 6"
1.25"
DETAILING DIMENSIONS
LENGTH
NOMINAL
/SET
EACH
NO.
MARKTION
LOCA-DETAILING DIMENSIONS
a b c d e f g h kLENGTH
NOMINAL
TION
LOCA-SIZE MARK
/SET
EACH
NO.
a b c d e f g h k
LETTER PREFIX OF BAR MARK DENOTES SHAPE ~ SEE BAR DETAILS
BILL OF REINFORCING STEEL, GRADE 60
AA
A
B
C
D G KL
NP
SA
SC
SB
SN
4'-3"
1'-8" 10'-4" 1'-8"
NOTES:
5. An "X" preceding a bar designation indicates an epoxy coated bar.
noted.
4. The "f" dimension indicates the inside radius unless otherwise
are staggered.
3. Turn adjacent "AA" bars end for end so that the splice locations
detailing dimensions for that bar, unless otherwise noted.
2. Nominal length of each bent bar or cut bar is the sum total of the
1. All dimensions are out to out of bars.
STATENO.
ND
PROJECT NUMBERSHEET
NO.
SECTION
2/5/2016 braschke R:\SUPPORT\Teams\Bridge\Bridge Plan Stds\I-Beam\2016 Updates\170BR_017_REBAR.dgn7:22:39 AM
project number 170
XXXYYXX000
0-000.000-17
17
LOCATION
REINFORCING BAR LIST & DETAILS
PRELIMINARY
purposes.
implementation
construction or
and not for
is preliminary
This drawing
20'-0"
Dwg 0-000.000-15
See "Endwall Details"
Slab Joint Detail"
See "Approach
1'-2"
See Detail "A"7A900
4XA902
5"
4" 4"29 Sp @ 8" ~ 5XK900 & 5XL900
3" 3"
(Top & Bot)
20 Eq Sp ~ 5A901
(typ)
4A903
1'-3"
1'-2"
Joint Filler (typ)
** 14'-0"
69 E
q S
p ~ 7
A900 ~ T
op & B
ot
34'-10"
3"
3"
3"
Clr
3"
Clr
Keyway
"21" x 52
11
See "Connection Plate Details"
" Std Pipes43` 1" &
Front Face Only
Sealant (826.02 B.1)
Filler ~ Silicone
" Pref Exp Joint41
Gutter
Curb &
Front Face & Top Only
Silicone Sealant (826.02 B.1)
1" Polystyrene
4A903
1'-6"1'-6"
3"
8"7"
2"
1'-5"
1'-7"
10"
3"
2'-8"
Optional
10"
R * 5XL900
* 5XK900
Keyway
"21" x 52
11
(826.02 B.1)
Silicone Sealant
1'-8"
6"
(typ)
" Bevel43
2"
"8
32'-8
(typ)
4XA902
PLAN
ELEVATION
A-A
slab & abutment wing (typ).
~ Place between approach
" x 14" Pref Exp Joint Filler21**
23 U.S.C. 409
NDDOT Reserves All Objections
DETAIL "A"
SHOWING DIMENSIONS SHOWING REINFORCING
B-B
front face to the barrier reinforcing.
" clearance from the21* Provide a 1
B
A A
B
project number 170
XXXYYXX000
0-000.000-18
18
STATENO.
ND
PROJECT NUMBERSHEET
NO.
SECTION
2/5/2016 braschke R:\SUPPORT\Teams\Bridge\Bridge Plan Stds\I-Beam\2016 Updates\170BR_018_APPRSLAB1_A.dgn7:22:40 AM
LOCATION
QUANTITIES
SEE DWG 0-000.000-19
APPROACH SLAB DETAILS
PRELIMINARY
purposes.
implementation
construction or
and not for
is preliminary
This drawing
(SHOWING DIMENSIONS ~ BACK FACE)
BARRIER ELEVATION
3'-8"7'-5"3'-8"4'-6" 9"
4"
4" 6"
1'-8"
End Bridge
Begin or
Dwg 0-000.000-16
See "Diamond Detail"
23 U.S.C. 409
NDDOT Reserves All Objections
(ONE SLAB)
Jt Filler
Pref Exp
" x 4"21
Tool Formed
1" Sawed or Hand
Reinforcing
Endwall Top of Slab
BRIDGEAPPROACH SLAB
1" Polystyrene
APPROACH SLAB JOINT DETAIL
Film
Polyethylene
1'-2"
4"
7"
below finished surface.
"81Leave joint sealer 0" to
Silicone Sealant (826.02 B.1)"8
3
CONNECTION PLATE DETAILS
SHOWING REINFORCING SHOWING DIMENSIONS
(SHOWING FRONT FACE)
(typ)
5XB900
fabrication.
É Galvanize after
1'-4" "4
37 5"
4"
4"
2"
"2
13 "
21
3
2'-2"
(ASTM A36)
"21 x 1'-24
1
x21É Í 11
Pipe (A501)
" | Std43É
Pipe (
A501)
" | Std
43
`
behind each hole (typ).
"21 x 1'-24
1 x 21Weld to Í 11
É 1" | Std Pipe (ASTM A501)
NOTES:
"Bent Bar Details" are out to out.
epoxy coated bar. The dimensions shown in the
The bar marks beginning with an "X" indicate an
requirements of ASTM C171.
Section 612. Use polyethylene film that meets the
reinforcing steel that meets the requirements of
concrete and Grade 60 reinforcing steel. Provide
"Concrete Bridge Approach Slab." Use Class AE-3
approach slabs and barriers in the pay item
plates and pipes, and labor required to build the
filler, polystyrene, silicone sealant, connection
reinforcing bars, polyethylene film, preformed joint
information purposes only. Include the concrete,
The estimated material quantities shown are for
ESTIMATED MATERIAL QUANTITIES
BAR LIST - ONE SLAB
SKEW ANGLE = 0°
(LBS)
REINFORCING STEEL
(CY)
CONCRETE
33.58,061
SIZE MARK NO. LENGTH
19'-8"7 A900
5 A901 34'-6"
4 18 19'-8"
4 4 3'-0"
5 60XK900 5'-7"
5 60XL900 5'-0"
A903
5 XB900 4 3'-8"
140
XA902
42
3"
2.5" R
2.5" R
12
8.512
1.2
5 1'-0"
11"
8"
1'-8"
8"
1'-0"
8"
2'-2
"2'-2"
XL900 XK900
8"
BENT BAR DETAILS
1'-10"
1'-10"
XB900
project number 170
XXXYYXX000
STATENO.
ND
PROJECT NUMBERSHEET
NO.
SECTION
2/5/2016 braschke R:\SUPPORT\Teams\Bridge\Bridge Plan Stds\I-Beam\2016 Updates\170BR_019_APPRSLAB2_A.dgn7:22:41 AM
LOCATION
QUANTITIES
77.4 SYAPPROACH SLAB
APPROACH SLAB DETAILS
0-000.000-19
PRELIMINARY
purposes.
implementation
construction or
and not for
is preliminary
This drawing
19