IM IN A R Y P R E L...622 PREBORING: Bore pilot holes through the existing constructed embankment for the abutment piling to an elevation of 1005 before driving piling. Bore pilot

- 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


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


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


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"


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


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


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


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


(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


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


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


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


(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


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


` 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


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


(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


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"


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


RISER DETAIL

SLAB SECTION

SLAB SECTION


(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


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


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


(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

Documents

IM IN A R Y P R E L...622 PREBORING: Bore pilot holes through the existing constructed embankment for the abutment piling to an elevation of 1005 before driving piling. Bore pilot