design data section sheet pcn no. job

T-132-N

T-131-N

T-131-N

T-130-NCASS

RIC

HLA

ND

RANSOM

SARGENTDICKEY

LA MOURE

BARNES

KIDDER

LOGAN

MC IN

TOSH

BU

RLEIG

H

MORTON

GRANT

SIOUXADAMS

HETTINGER

SLOPE

BOWMAN EM

MO

NS

OLIVER

MERCER

STARKBIL

LIN

GS

DUNN

MC KENZIE

MC LEAN

SHERID

AN

WELLS

EDDY

FOSTER

GRIG

GS

STEELE

TRAILL

DIVIDE

WILLIAMS

BURKE

MO

UNTR

AIL

RE

NVIL

LE

WARD

MC H

EN

RY

BOTTINEAU

ROLLE

TTE

TO

WNER

CAVALIER

RA

MSEY

WALSH

PE

MBIN

A

NELS

ONBENSONP

IER

CE

STUTSMAN

FORKS

GRAND

VA

LLE

Y

GO

LD

EN

36

25

30

31 32

29 28

33

2419 20 21

Creek

Cedar 181317

16

98712

1 6 5 4

23 U.S.C. 409

NDDOT Reserves All Objections

8

XX-0-000(000)000 0.200 0.200

8

HETTINGER COUNTY

ADAMS COUNTY

Sta 166+09.13

R.P. 22.622

End Project

Sta 154+65.00

R.P. 22.822

Begin Project

0-000.000

Location

STATE COUNTY MAP

DESIGN DATA

Traffic Average Daily Max.Hr.

Current 2007

Forecast 2027

Pass: 300

Pass: 330

Trucks: 55

Trucks: 65

Total: 355

Total: 395

40

40

Design Speed: 65

Bridges: HL-93

Pavement Design Life (years)

Minimum Sight Dist. for Stopping:

Minimum Sight Dist. for Safe Passing:

Clear Zone Distance:

Sight Dist. for No Passing Zone:

STATE PROJECT NO.

ND

PCNNO.

SHEET

NO.

SECTION

DEPARTMENT OF TRANSPORTATION

NORTH DAKOTA

__________________________________________

APPROVED DATE _________________________

engineer under the laws of the state of ND.

and that I am a duly registered professional

prepared by me or under my direct supervision

I hereby certify that the attached plans were

2/4/2016 braschke R:\SUPPORT\Teams\Bridge\Bridge Plan Stds\Box Beam\2016 Updates\001TS_001_TITLE.dgn11:54:35 AM

purposes.

implementation

construction or

and not for

is preliminary

This document

PRELIMINARY

JOB #

GROSS MILES NET MILES PROJECT NUMBER \ DESCRIPTION

effective on the date the project is advertised.

Department of Transportation and the Supplemental Specifications

2014 Standard Specifications adopted by the North Dakota

GOVERNING SPECIFICATIONS:

11project number PCN

NDDOT DIV-DIST OR CONSULTANT FIRM

Type of Work Line 3

Project Number Line 2

Project Number Line 1

General Location Line 2

Type of Work Line 2

Type of Work Line 1

General Location Line 1

Name County

FHWA Project of Division Interest (PODI)

` Bridge

` Roadway8"

18'-0"18'-0"

36'-0" Clear Roadway

38'-6"

1'-3"1'-3"

3 42 51

3

2

1

4

HP12 x 53

HP14 x 73HP12 x 53

HP14 x 73

El 2473.22

El 2473.47

El 2491.10

El 2491.82

El 2494.7

El 2494.0

3:1

3:1

Fixed

Fixed

Fixed

Fixed

Water El 2494.5

50 Yr High

37'-9" Channel Bottom

El 2474.0

El 2496.98

Low Beam

Ground Line

Existing

Flo

w

- 34' Rt

Sta 162+03.10

Boring No. 2

62'-0"61'-0"62'-0"

185'-0" Overall Bridge Length

Approach Slab

"8127'-0

18'-0"

18'-0"

1'-3"

1'-3"

36'-0"

Clear

Road

way

50'-0"

El 2500.46

Sta 158+94.50

Begin Bridge

El 2500.71

Sta 160+45.70

` Pier 2

El 2500.95

Sta 161+06.70

` Pier 3

- 51' Lt

Sta 160+68.10

Boring No. 1

El 2500.35

Sta 158+67.49

Approach Slab

(typ)

20̂

Building

Existing Wood

Sta 160+06.20 Ahd

Sta 159+17.00 Bk =

Equation

` Bridge

` Roadway

(typ)

Deck Drain

50'-0"

Approach Slab

"8127'-0

Dwg 0-000.000-5

(typ) ~ See Details

Seepage Trench

El 2501.20

Sta 161+68.70

End Bridge

El 2501.31

Sta 161+95.71

Approach Slab

3'-3"4 Sp @ 8'-0" ~ 27" x 36" Prestressed Box Beams3'-3"

+0.4000%

El 2501.20

Sta 161+68.70

End Bridge

El 2500.46

Sta 158+94.50

Begin Bridge

El = 2

501.3

2

VP

C Sta 1

61+97.5

1

El = 2

499.9

3

VPI Sta 1

57+62.0

0

El = 2

501.8

9

VPI Sta 1

63+40.0

1

& RR Material

Limits of Riprap

& RR Material

Limits of Riprap

Type RR

Geosynthetic Material

Riprap

2'-0"

SURVEY CONTROL POINTS

POINT NORTHING EASTING ELEVATION

GPS 8-22-3

GPS 8-22-1

184,932.29

184,175.83 1,467,598.49

1,467,752.37 2491.73

2514.79 TYPICAL SECTON

PLAN

ELEVATION

DESIGN STRENGTHS:

Load & Resistance Factor Design

fy = 60,000 psi ~ Reinforcing Steel

f'c = 6,000 psi ~ Prestressed Beam Concrete

f'c = 4,000 psi ~ Class AAE-3 Concrete

f'c = 3,000 psi ~ Class AE-3 Concrete

HYDRAULIC DATA:

Design Tailwater Stage

Design Headwater Stage

Drainage Area

Design Frequency

Design Discharge

Velocity Through Bridge

100-Year Frequency Discharge

100-Year Frequency Headwater

Overtopping Stage

Stream Gradient

Overtopping Discharge

sq mi

ft/ft

yr

cfs

ft

ft

fps

cfs

ft

ft

cfs

553

0.0008

50

14,400

2494.5

2494.3

7.6

19,400

2495.9

2499.9

0 ±

23 U.S.C. 409


RO

UN

D E

AR

TH A

ND W

AT

ER 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

STATENO.

ND

PROJECT NUMBERSHEET

NO.

SECTION

2/4/2016 braschke R:\SUPPORT\Teams\Bridge\Bridge Plan Stds\Box Beam\2016 Updates\170BR_001_BRLO_B.dgn11:54:37 AM

project number 170

XXXYYXX000

1

0-000.000-1

PRELIMINARY

purposes.

implementation

construction or

and not for

is preliminary

This drawing 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

STATION: 160+76.20

CODEBRIDGE

X081

SPECIAL PROVISIONS

MIGRATORY BIRD TREATY ACT

SP 4(14)

D-622-1, D-714-18, D-900-1

NOTES

2/8/2016 3:44:54 PM R:\SUPPORT\Teams\Bridge\Bridge Plan Stds\Box Beam\2016 Updates\170BR_002_NOTES.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: Work at this site consists of building a new 3-span prestressed concrete spread box beam bridge with an overall bridge length of 185'-0" and a clear roadway width of 36'-0".

100 GENERAL: Include the cost of furnishing and placing preformed expansion joint filler,

concrete inserts, rebar couplers, deck drains, 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 box 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 3-span steel girder bridge,

140'-0" long with a clear roadway width of 24'-0". The substructures are made of concrete and supported on timber piling. Remove the pier footing concrete in entirety. 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”, in the lump sum bid item, “Class 1 Excavation.” Include the excavation costs at the piers in the lump sum bid item, “Class 2 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 pier diaphragm and endwall concrete at the

same time as the deck concrete. 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 BARRIERS: Construct V-grooves that are ¾ inch wide and ¾ inch deep in all faces of

the barriers at each pier and at equal spaces between piers and abutments at approximately 10-foot spacing.

602 SURFACE FINISH “D”: Apply Surface Finish “D” on the inside and top surfaces of the

bridge and approach slab barrier. Use gray surface finish, color number 36424 meeting Federal Standard 595B.

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. 616 STRUCTURAL STEEL: Use ASTM A36 structural steel. 622 PILING: Drive piling with a diesel hammer with a rated energy and ram weight (minimum

of 4,000 pounds) of at least 78,836 foot-pound-tons computed by the formula: W(E–22,176) + 0.711E 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.

Begin Bridge

Abut 1

End of Beam

Pier 2

End of Beam1'-0"

Pier 2

End of Beam

1'-0"

Pier 3

End of Beam

1'-6"

Pier 3

End of BeamAbut 4

End of Beam

1'-6"

End Bridge

10 Eq Sp = 60'-0" 10 Eq Sp = 60'-0" 10 Eq Sp = 60'-0"

2500.1

5

.53

.58

.69

.72

.72

.95

.96

.87

.62

.66

.77

.93

.97

.71

.72

.91

.96

.82

.37

.42

.56

.46

.65

.47

.60

.51

.54

.55

.51

.56

.66

.65

.56

.57

.62

.64

.27

.40

.41

.31

.71

.75

.78

.41

.41

.80

.81

.35

.38

.67

.81

.61

.81

.22

.35

.36

.27

.51

.55

.58

.36

.36

.60

.61

.33

.46

.61

.41

.60

.35

.40

.54

.59

.79

.45

.73

.48

.51

.53

.64

.69

.79

.78

.54

.54

.76

.78

2500.4

0

2500.5

6

2500.8

0

2500.6

5

2500.3

1

2500.3

1

2500.5

5

2500.4

0

2500.8

0

2500.4

6

2500.7

1

2500.7

1

2500.9

5

2500.9

6

2500.2

8

2500.2

9

2500.5

3

2500.5

3

2500.7

7

2500.7

8

2500.1

1

2500.1

1

2500.3

5

2500.3

6

2500.6

0

2500.6

0

Beam 1 is the east beam.

.20

.21

.11

.18

.21

.15

.21

.07

.86

.91

.96

.80

.84

.87

.89

.90

.76

.90

.89

.75

.79

.82

.84

.85

.71

.85

.66

.85

.02

.93

.83

.89

.03

.03

2500.8

9

2500.8

9

2501.0

4

2501.0

5

2501.2

0

2501.2

02501.0

2

2500.8

4

2500.8

5

.21

2500.1

6

2500.6

4

.70

2500.9

9

2501.0

2

.04

.05

.05

.05

2500.4

7

2501.0

1

2501.0

0

2500.9

7

2501.0

2

.03

.17

31

1

BE

AM

`

2

BE

AM

`

3

BE

AM

`

4

BE

AM

`

5

BE

AM

`

23 U.S.C. 409


SCREED ELEVATION

BRIDGE BID ITEMS

SPEC CODE ITEM DESCRIPTION UNIT QUANTITY

2

1

1,950

810

750

1,550

49,177

17,461

900.0

740

231.0

198.4

242.6

1,300

1

1

1

1

EA

SET

SY

LF

LF

LBS

LBS

LBS

LF

SY

SY

CY

CY

CY

EA

L SUM

L SUM

L SUM

ABUTMENT UNDERDRAIN SYSTEM

BRIDGE BENCH MARKS

GEOSYNTHETIC MATERIAL TYPE RR

STEEL PILING HP 14 X 73

STEEL PILING HP 12 X 53

STRUCTURAL STEEL

REINFORCING STEEL-GRADE 60-EPOXY COATED

REINFORCING STEEL-GRADE 60

PRESTRESSED BOX BEAM-27 IN

PENETRATING WATER REPELLENT TREATMENT

CONCRETE BRIDGE APPROACH SLAB

CLASS AE-3 CONCRETE

CLASS AAE-3 CONCRETE

RIPRAP GRADE II

FOUNDATION PREPARATION

CLASS 2 EXCAVATION

CLASS 1 EXCAVATION

REMOVAL OF STRUCTURE

9537

3000

0155

0060

0040

0360

0116

0115

9610

1250

1133

1130

0130

0200

0201

0111

0099

0105

930

930

709

622

622

616

612

612

604

602

602

602

602

256

210

210

210

202

STATENO.

ND

PROJECT NUMBERSHEET

NO.

SECTION

2/4/2016 braschke R:\SUPPORT\Teams\Bridge\Bridge Plan Stds\Box Beam\2016 Updates\170BR_003_SCREED_B.dgn11:54:38 AM

project number 170

XXXYYXX000

LOCATION

PRELIMINARY

purposes.

implementation

construction or

and not for

is preliminary

This drawing

SCREED ELEVATIONS &

BID ITEM QUANTITIES

0-000.000-3

3

62'-0" ~ Span 361'-0" ~ Span 262'-0" ~ Span 1

2 S

p @ 9'-9"

2 S

p @ 9'-9"

1'-0"

1'-0"

Sta 158+94.50

Begin Bridge

Sta 160+45.70

` Pier 2

Sta 161+06.70

` Pier 3

Sta 161+68.70

End Bridge

` Bridge

` Roadway

3'-6"

7'-0"

2 S

p @

7'-0"

2 S

p @

3'-6"

7'-0"

2 S

p @

3'-6"

3'-6"

7'-0"

2 S

p @

2 S

p @ 9'-9"

2 S

p @ 9'-9"

El 2496.91

El 2496.96

El 2497.30

El 2497.17

El 2497.54

El 2497.47

El 2497.79

El 2497.69

El 2497.63

El 2498.03

El 2497.22

El 2497.41

` Bridge

` Roadway

Sta 158+94.50

Begin Bridge

Sta 160+45.70

` Pier 2

Sta 161+06.70

` Pier 3

Sta 161+68.70

End Bridge

(typ)

20̂


HP12 x 53 ~ 80'

` Abut 1 & ` Piling

HP14 x 73 ~ 70'

` Pier 2 & ` Piling

HP14 x 73 ~ 65'

` Pier 3 & ` Piling

HP12 x 53 ~ 70'

` Abut 4 & ` Piling

` Pier 2

9'-0"

` Pier 38'-0"

11'-0"

8'-0"

` Bridge

` Roadway~ To be removed.

Footing (typ)

Existing Concrete

Pile (typ)

Existing Timber

Sta 160+06.20 Ahd

Sta 159+17.00 Bk =

Equation

Piling (typ)

New Steel

23 U.S.C. 409


PILE NORTHING EASTING

184,572.51

PILE COORDINATES

1

5

184,514.221

6

184,454.78 1,467,802.761

6

PIE

R 2

AB

UT 1

PIE

R 3

184,593.74

1,467,787.09184,533.27

184,473.83 1,467,773.40

184,394.31 1,467,790.761

5AB

UT 4

184,415.53 1,467,758.04

PILING LAYOUT

Elevations shown are to top of finished concrete.

BEARING ELEVATIONS

1,467,799.09

1,467,831.81

HP14 x 73 Pile shall be driven to 180 tons.

HP12 x 53 Pile shall be driven to 130 tons.

1,467,816.45

1

5

1

6 6

1 1

5

PIER PILING LAYOUT

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:

STATENO.

ND

PROJECT NUMBERSHEET

NO.

SECTION

2/4/2016 braschke R:\SUPPORT\Teams\Bridge\Bridge Plan Stds\Box Beam\2016 Updates\170BR_004_PILELO_B.dgn11:54:39 AM

project number 170

XXXYYXX000

PRELIMINARY

purposes.

implementation

construction or

and not for

is preliminary

This drawing

LOCATION

PILING LAYOUT &

BEARING ELEVATIONS

0-000.000-4

4

2'-6" 2'-6"

3'-0"

12:13:1

Excavation

of Class 1

Pay Limits

20:1

Cap

7'-0"

3:1

(See D-714-18)

Headwall

Precast Concrete

Fill

Foundation

42'-9" ~ Foundation Fill Limits

69'-0" È Seepage Trench ~ 4" | Corrugated Perforated Fabric Wrapped PE Pipe & Class 43 Aggregate

Aggregate

Class 43

Fabric Wrapped PE Pipe

4" | Corrugated Perforated

2'-0"

DETAIL AT ABUTMENT

23 U.S.C. 409


BACK FACE OF 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

2/4/2016 braschke R:\SUPPORT\Teams\Bridge\Bridge Plan Stds\Box Beam\2016 Updates\170BR_005_UNDERDRAIN_B.dgn11:54:41 AM

project number 170

XXXYYXX000

LOCATION

PRELIMINARY

purposes.

implementation

construction or

and not for

is preliminary

This drawing

5

0-000.000-5

ABUTMENT UNDERDRAIN &

EXCAVATION DETAILS

"2112'-104 Sp @ 9'-9" ~ HP12 x 53 Piling"2

112'-10

9'-0"

11'-0"

"4

35'-9

"8

35'-10

"2

16'-2

(typ)

1'-6"

Keyway

"41" x 72

11

"811'-3 "8

11'-7

"8518'-10"4

13'-2"8518'-1011'-0"

64'-9"

"836 "8

11'-3

"836

` Piling

` Abutment End Bridge

Begin or

"Detail A"

See

` Bridge

` Roadway

20̂

(typ)

"818'-6

Level

"413'-2

"8

35'-10

"2

16'-2

"4

35'-9

2'-0"

Keyway

"41" x 72

11(typ)

3'-0"

9'-0"

2'-0"

2'-0"

"8

17

"8

71'-4

1'-6

"

(typ)

` Abutment` Beam

1'-0"

3'-8"

5'-4"

11'-0" "811'-3 11'-0""8

36

3'-8"

5'-4"

9'-0"

(See Detail and Note)

Waterproof Membrane (typ)

Keyway (typ)

"41" x 72

11

Keyway

"41" x 72

11

Keyway (typ)

"41" x 72

11

(See Detail and Note)

Waterproof Membrane

64'-9"

(Min)

2"

(1'-0" Min)

Width of Material

(Min)

2"

NOTE:

ABUTMENT 4 ELEVATION

(SHOWING BACKWALL HEIGHTS, FACING SOUTH)

23 U.S.C. 409


Abutment 1 shown in elevation view, facing north.

PLAN

ELEVATION

B

B

B-B

A-A

DETAIL A

A

A

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

2/4/2016 braschke R:\SUPPORT\Teams\Bridge\Bridge Plan Stds\Box Beam\2016 Updates\170BR_006_ABUTDIM_B.dgn11:54:42 AM

project number 170

XXXYYXX000

LOCATION

(SHOWING DIMENSIONS)

ABUTMENT DETAILS

0-000.000-6

6

PRELIMINARY

purposes.

implementation

construction or

and not for

is preliminary

This drawing

QUANTITIES

SEE DWG 0-000.000-7

4C105

5C101

Front Face

5C104

3"

5"

(typ)

4C105

2-6AA100

2-7A100

(typ)

2-6A101(typ)

2-6A102

(typ)

2-6A103

(typ)

2-6D100

8'-0"8'-0" 2-7A100

(typ)

5C104

1'-0"

"217

5C102

1'-0"

"217

5C100

5C101 & 5C104

5C102

5"

9"

7"3"

3 S

p @ 1'-0"

9"

6A101

6A102

6A103

6D100

6AA101

6AA100

7A100

3 S

p @ 1'-0"

11"

6AA101

6AA100

Front Face

Alternate Open Ends

5SC100 (typ)

2-6AA101

41 Sp @ 1'-0"

10 Sp @ 1'-0" ~ 5SC1003" 3"

10 Sp @ 1'-0" ~ 5SC100

5C103

5C102

5C103

6D100 (typ) ~ Front Face Only

Field Bend 6AA100, 6AA101, 7A100 - 6A103 &

6A

A100

4 S

p @ 1'-0"

6A

A100

4 S

p @ 1'-0"

6AA101

6-6AA100 &

(typ)

2" Clr

4"

Clr

4"

Clr

(typ)

2" Clr

A-A

23 U.S.C. 409


(ONE ABUTMENT)

A

A

PLAN

ELEVATION

B-B

B

B

STATENO.

ND

PROJECT NUMBERSHEET

NO.

SECTION

2/4/2016 braschke R:\SUPPORT\Teams\Bridge\Bridge Plan Stds\Box Beam\2016 Updates\170BR_007_ABUTREIN_B.dgn11:54:44 AM

project number 170

XXXYYXX000

QUANTITIES

CLASS AE-3 CONCRETE

REINFORCING STEEL

28.5 CY

3,074 LBS

PRELIMINARY

purposes.

implementation

construction or

and not for

is preliminary

This drawing

7

0-000.000-7

LOCATION

(SHOWING REINFORCING)

ABUTMENT DETAILS

40'-0"

3'-0"5 Sp @ 7'-0" ~ HP14 x 73 Piling2'-0"

24'-0"

"8

323'-11

1'-0"

40'-0"

Level

"413'-2

2'-0"

18'-0" ~ Ice N

ose

4'-0"

Keyway

"41" x 72

11

Class 2 Excavation

Pay Limits of

"Detail B"

See

1'-0"

1'-0"

(typ)

8'-0"

"8

724'-3

2'-6"

2'-6"

"8

323'-11

2'-0"

2'-6"

2'-6"

` Piling

` Pier

` Pier

` Beam

` Bridge

` Roadway

20̂

"413'-2"4

118'-3

Keyway

"41" x 72

11

"2117'-6

(typ)

"818'-6

1'-0"

1'-0"

` Pier

(typ)

1'-6"

"811'-7

"4118'-3"4

13'-2"2117'-6

"4

111

(typ)"

83

6

(typ)

1'-0

"

(typ)

" Bevel211

2'-0"

7 S

p @ 2'-0"

2'-0"

18'-0"

(Both Legs)

" Open Holes1613

Bars (Both Legs)

x 1'-8"832 x

43

L8 x 8 x

x 1'-8"

83

Bar 2 x

3 Sided

41

4"

4"

1'-0"

8 S

p @ 2'-0"

1'-0"

A-A

PLAN

ELEVATION END VIEW

A A

DETAIL B

23 U.S.C. 409


ICE NOSE DETAIL

Section 854 after fabrication.

Galvanize in accordance with

STATENO.

ND

PROJECT NUMBERSHEET

NO.

SECTION

2/4/2016 braschke R:\SUPPORT\Teams\Bridge\Bridge Plan Stds\Box Beam\2016 Updates\170BR_008_PIERDIM.dgn11:54:45 AM

project number 170

XXXYYXX000

LOCATION

PRELIMINARY

purposes.

implementation

construction or

and not for

is preliminary

This drawing QUANTITIES

SEE DWG 0-000.000-9


PIER DETAILS

0-000.000-8

8

(typ)

5A201

(typ)

5C201

5A200

1'-0"

3"

5C200

6A202

5M200

(typ)

5M200

(typ)

5C200

23 S

p @ 1'-0" ~ 2-5

A200 & 5

C200

(typ)

5C201

(typ)

4C202

3"(typ)

5C2015C201

5A201(typ)

5M200

(typ)

5A200

4C202

5C201

(typ)

5A201

(typ)

4C202 (typ)

1'-6"

5C200

5M200

2-5A200

6A202

3"

22 S

p @ 1'-0" ~ 5

M200

5"

"8

31'-3

6A202

5"

6A202

5A200

(typ)

5A201 & 5C201

6 Sp @ 11"

(typ)

2-5A201

4"

Clr

(typ)

2" Clr

A-A

PLAN

ELEVATION END VIEW

A A

(ONE PIER)

23 U.S.C. 409


QUANTITIES

CLASS AE-3 CONCRETE

REINFORCING STEEL

70.7 CY

4,859 LBS

STRUCTURAL STEEL 775 LBS

STATENO.

ND

PROJECT NUMBERSHEET

NO.

SECTION

2/4/2016 braschke R:\SUPPORT\Teams\Bridge\Bridge Plan Stds\Box Beam\2016 Updates\170BR_009_PIERREIN.dgn11:54:46 AM

project number 170

XXXYYXX000

LOCATION

PRELIMINARY

purposes.

implementation

construction or

and not for

is preliminary

This drawing

9

0-000.000-9

(SHOWING REINFORCING)

PIER DETAILS

2" 6 Eq Sp ~ B5 2"

(typ)

1" Clr

B9B7

"213B8B6

2"

3'-0"

2'-10" 1"1"

5"

2'-3"

"4

15

3"

3"

3"

"215

É

B3

1"

Clr

1"

Clr

1" Clr B2

B4

5"

6" 6"

Keyways (ty

p)

1" x 3" x 2'-6"

4"

(typ)

" Bevel43

"2

11'-6

B4 (typ)

B3 (typ)

B2 (typ)

4-B10

8" 1'-6"

Except as shown

Sym about ` Beam

4"

B1

7-B57-B5

6" B1

41 Eq Sp ~ 1'-4" Maximum Spacing ~ B3 (Top)1'-2" 1'-2"

B1 6"

3" 3"

6"

6 @ 2•"

shown on skewed end (typ).

2-B1 Bars ~ Fan B1 Bars as

Keyways (typ)

3 - 1" x 3" x 2'-6""2

13 S

p @ 5

7"

B9

B7

B8

B6

B9

B7

B8

B6

T1

T1

1'-6"

1'-6"

20̂

1'-6" "811'-1

T1

3 @ 4"

T1

3 @ 4"

6"

B10

1'-4"

42 Eq Sp ~ 1'-4" Maximum Spacing ~ B4 (Top) & B2 (Bot)

4" 4"

Low end of each cell

1" Drain Hole (typ)

2"

Clr

4"

Clr

23 U.S.C. 409


SHAPELENGTHSIZEMARK

B1 4 6'-5" BENT

B2 4 BENT

B3 4 6'-0" BENT

B4 4 BENT

B5 5 BENT

B6 4

B7 4

B8 4

T1 4

*

*

**

NO.

BENT

BENT

BENT

STR4'-6"32

6'-8"

3'-9"

5'-9"

4

14

43

42

43

28

6'-9"

6'-5"

8'-1"

4

4 8

4'-8"

31'-4"

BENT

STR

B9

B10

4

4

4

BAR LIST ~ ONE BEAM

BEAM SECTION DATA

CROSS SECTIONAL AREA = 498.5 INÔ

I = 43,612 INÖ

Sç = 3,601 INÕ

** Field bend as shown (Grade 40).

outer beam.

outside face of

É Omit notch from

(SHOWING DIMENSIONS) (SHOWING REINFORCING)

A-A A-A

B-B

END VIEW ELEVATION

PLAN

of 0.15 sq in per ft may be substituted for B2 and B3 bars.

* Welded Wire Reinforcing with minimum circumferential steel area

C.G. (FROM BOTTOM) = 12.11 IN

WT = 536.6 LBS/FT + 2372 LBS

B

B A

A

STATENO.

ND

PROJECT NUMBERSHEET

NO.

SECTION

2/4/2016 braschke R:\SUPPORT\Teams\Bridge\Bridge Plan Stds\Box Beam\2016 Updates\170BR_010_27BOXBEAM1.dgn11:54:47 AM

project number 170

XXXYYXX000

10

0-000.000-10

PRE-TENSIONED 27" x 36"

PRESTRESSED SPREAD BOX BEAM

PRELIMINARY

purposes.

implementation

construction or

and not for

is preliminary

This drawing

LOCATION

(ONE BEAM)QUANTITIES

BEAM LENGTH

60.0 LF

T1 Bars (typ)1'-0"

2'-7" ~ B

2

2'-7" ~ B

3

1'-1" ~ B7

3'-1" ~ B6

1'-2"2'-0" 11"2'-0"

3'-7"

"212'-7

"214 "2

1410"

7"

2'-7"

1'-9"

6" 6"

12

End of Beam(typ)

3" R

End of Beam(typ)

3" R

" ~ B3211'-8"

~ B

12

12'-0

2'-2" ~ B1

1'-11" ~ B2

"2

11'-10

2'-8"

4.4

2'-8"

12

4.4

4'-0" ~ B8

2'-0" ~ B9

1'-8"

Lap

1'-2"

Lap

(DIMENSIONS SHOWN ARE OUT TO OUT)

(AT ABUTMENTS) (AT PIERS)

BENT BAR DETAILS

BEAM END PLAN AT PIER

B6 & B7 B8 & B9 T1

B5B4

C.G.FORCE

FINAL

STRENGTH

DETENSION

STRENGTH

ACCEPTANCE

(TONS)

WEIGHT

LENGTH

BEAM

60'-0"17.3(Min)

6000 psi

(Min)

6000 psi

703.7 k

692.0 k

680.7 k

PRESTRESSING DATA

B1, B2 & B3

23 U.S.C. 409


WEIG

HT O

F B

EA

M (

TO

NS) = 0.2

683*(

LE

NG

TH O

F B

EA

M (F

T)) + 0.1

661*(# O

F DIA

PH

RA

GM

S) + 0.7

476*(1 + T

AN

GE

NT O

F S

KE

W A

NG

LE)

4.00"

4.25"

4.50"

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

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

STATENO.

ND

PROJECT NUMBERSHEET

NO.

SECTION

2/4/2016 braschke R:\SUPPORT\Teams\Bridge\Bridge Plan Stds\Box Beam\2016 Updates\170BR_011_27BOXBEAM2.dgn11:54:49 AM

project number 170

XXXYYXX000

PRELIMINARY

purposes.

implementation

construction or

and not for

is preliminary

This drawing

PRE-TENSIONED 27" x 36"

PRESTRESSED SPREAD BOX BEAM

0-000.000-11

11

LOCATION

` Pier 2

Bridge

Begin` Bridge

` Roadway

Sho

win

g B

otto

m R

einforcin

gSho

win

g T

op R

einforcin

g

9"

"851'-7

20̂

8'-0"7'-6"

17'-0"13'-0"


61'-0" ~ Span 262'-0" ~ Span 1

"413

" ~ 6XA501 ~ Top21240 Sp @ 8

"215

276 Sp @ 8" ~ 5XK500 & 5XL500 ~ Both Barriers (Not Shown)

5XK500 & 5XL500

276 Sp @ 8""413

5XSA500 ~ Bot

16 Sp @ 9"

Detail A" (typ)

See "Barrier End

227 Sp @ 9" ~ 5XA500 ~ Bot

1'-0"

7̂

" Circular Dish41

(typ)

Deck Drain

"218

(typ)

5-4XAA502

(typ)

3-4XAA502

(typ)

4XAA502

"875

See D

wg 0-0

00.0

00-1

3

Matc

h M

ark "

A"

Top (typ)

5XA503Top (typ)

6XSA501

Bot (typ)

5XSA500

Top (typ)

6XA501

Bot (typ)

5XA500

Bot (typ)

5XAA500

Top (typ)

5XAA501

Top (typ)

5XA502

to prevent slippage.

Weld to steel tubing

ASTM A36

x 4" (typ)41L2 x 2 x

Section 854.

fabrication according to

tubing and angles after

Galvanize steel structural

ASTM A500 Grade B

x 3'-0"41HSS 4 x 4 x

PLAN

BARRIER END DETAIL A

PLAN

23 U.S.C. 409


STATION

158+97.95

159+11.05

DECK DRAIN LOCATIONS

OFFSET

18' Rt

18' Lt

DECK DRAIN DETAIL

(2 REQUIRED)

QUANTITIES

SEE DWG 0-000.000-16

STATENO.

ND

PROJECT NUMBERSHEET

NO.

SECTION

2/4/2016 braschke R:\SUPPORT\Teams\Bridge\Bridge Plan Stds\Box Beam\2016 Updates\170BR_012_SLABLO1.dgn11:54:50 AM

project number 170

XXXYYXX000

LOCATION

12

PRELIMINARY

purposes.

implementation

construction or

and not for

is preliminary

This drawing

HALF SLAB LAYOUT

0-000.000-12

Bridge

End

` Pier 3

` Bridge

` Roadway

Detail B" (typ)

See "Barrier End

9"

"218


276 Sp @ 8" ~ 5XK500 & 5XL500 ~ Both Barriers (Not Shown)

61'-0" ~ Span 2 62'-0" ~ Span 3

20̂

"413

" ~ 6XA501 ~ Top21240 Sp @ 8

"215

5XK500 & 5XL500

276 Sp @ 8"

227 Sp @ 9" ~ 5XA500 ~ Bot

"413

"811'-9

6XSA501 ~ Top

"2117 Sp @ 8

Sho

win

g B

otto

m R

einforcin

gSho

win

g T

op R

einforcin

g (typ)

5-4XAA502

(typ)

3-4XAA502

(typ)

4XAA502

"834

See D

wg 0-0

00.0

00-1

2

Matc

h M

ark "

A"

Bot (typ)

5XAA500

Top (typ)

5XAA501

Top (typ)

6XA501

Bot (typ)

5XA500

Top (typ)

6XSA501

Bot (typ)

5XSA500

8'-0" 7'-6"

17'-0" 13'-0"

Top (typ)

5XA503

Top (typ)

5XA502

PLAN

BARRIER END DETAIL B

PLAN

23 U.S.C. 409


QUANTITIES

SEE DWG 0-000.000-16

STATENO.

ND

PROJECT NUMBERSHEET

NO.

SECTION

2/4/2016 braschke R:\SUPPORT\Teams\Bridge\Bridge Plan Stds\Box Beam\2016 Updates\170BR_013_SLABLO2.dgn11:54:51 AM

project number 170

XXXYYXX000

LOCATION

HALF SLAB LAYOUT

0-000.000-13

13

PRELIMINARY

purposes.

implementation

construction or

and not for

is preliminary

This drawing

2-6A501(typ)

2-4A502

")83to

(Assumed to compress

Pref Exp Joint Filler (typ)

" x 6" x 3'-0"21

(typ)

2" Clr

(typ)

6" Fillet

4XG500

6"

2'-0"

(typ)

2-4A502

3-6A501

(typ)

4XG500

6" 6"

Beams (typ)

1'-0" Between

4XG500 (typ)

4 Sp @ 1'-0"

6A501

2 S

p @ 1

0"

4A502

1'-0

" Clr854

ELEVATION

PLAN

A-A

A

23 U.S.C. 409


A

QUANTITIES

SEE DWG 0-000.000-16

STATENO.

ND

PROJECT NUMBERSHEET

NO.

SECTION

2/4/2016 braschke R:\SUPPORT\Teams\Bridge\Bridge Plan Stds\Box Beam\2016 Updates\170BR_014_DIAPHRAGM.dgn11:54:52 AM

project number 170

XXXYYXX000

LOCATION

PIER DIAPHRAGM DETAILS

0-000.000-14

14

PRELIMINARY

purposes.

implementation

construction or

and not for

is preliminary

This drawing

3-5N500

(typ)

5XA505

5XA504

2-5XA504

3-5N500

(typ)

5XA505

(typ)

5G5005N500 5N5002-5A500

"213 "2

13

(typ)

5XB501

(typ)

5XB500

(typ)

5XP500

(typ)

5XB500

(typ)

5XB501

(typ)

5XP500

3"

2'-0"

Reinforcing

Abutment

Beams Only)

(Between

6" Fillet

5XB5015XB5005XA505

* Rebar Coupler

End Bridge

Begin or

5XA505

5XP500

5XA504

1'-2"

6"

10"

(typ)

"21

(typ)

3-5G500

38 Sp @ 1'-0" ~ 5XA505

5XB500, 5XB501 & 5XP500 to Match Abutment Reinforcing

")83compress to

(Assumed to

Pref Exp Joint Filler

" x 7" x 3'-0"21

5XA504

3-5A500

5XA504 &

3-5A500

5A500 & 5

G500

2 S

p @ 1

0"

5XA504

5XP500

"211

1" Clr

"2

15

8"

10"

"212

" Clr211

" Clr

21

1

" Clr413

" Clr851

PLAN

ELEVATION

(APPROACH LIP NOT SHOWN)

A-A

A

A

23 U.S.C. 409


" B

LO

WU

P D

ET

AIL IS O

MIT

TE

D2

1O

N S

TR

AIG

HT W

ING A

BU

TM

EN

TS E

ND

WA

LL W

IDT

H M

AT

CH

ES D

EC

K W

IDT

H A

ND

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

QUANTITIES

SEE DWG 0-000.000-16

STATENO.

ND

PROJECT NUMBERSHEET

NO.

SECTION

2/4/2016 braschke R:\SUPPORT\Teams\Bridge\Bridge Plan Stds\Box Beam\2016 Updates\170BR_015_ENDWALL.dgn11:54:54 AM

project number 170

XXXYYXX000

LOCATION

PRELIMINARY

purposes.

implementation

construction or

and not for

is preliminary

This drawing

0-000.000-15

ENDWALL DETAILS

15

6XA501

5XA500

" / Ft41Slope

` Bridge

` Roadway

(typ)

Drip Strip

" Bevel43

"412 "4

12 "852 "4

12

" / Ft41

Slope

` Beam

5XL500

5XK500

` Bridge

Sym about ` Roadway

38'-6"

1'-3" 1'-3"18'-0"18'-0"

3"

"418

5" 5"3"

1'-1"

4"

29 Sp @ 1'-3" ~ 5XAA501 ~ Top

(typ)

5XAA500 ~ Bot

4 Sp @ 1'-1"

"411'-3

"2110"2

110

3"

` Beam

36'-0" Clear Roadway

Detail A"

See "Riser

Keyway (typ)

"21" x 52

11

8"

Detail B"

See "Riser

3'-3"4 Sp @ 8'-0" ~ 27" x 36" Prestressed Box Beams3'-3"

Bot

5XAA500

13 Sp @ 1'-3" ~ 5XA502 ~ Top"211'-0

"211'-614 Sp @ 1'-3" ~ 5XA503 ~ Top"2

12

6"7"

2"

1'-3"

1'-7"

10"

3"

2'-8"

"16

52'-8

Optional

10"

R

(typ)

4XAA502* 5XL500

* 5XK500

Bevel

"43

(826.02 B.1)

Silicone Sealant

(See D-900-1)

finished concrete.

" above81Leave top of head

" | x 3" Galv Carriage Bolt83

" Clr212

1" Clr

SLAB SECTION


SLAB SECTION

(SHOWING REINFORCING BETWEEN SUPPORTS) (SHOWING REINFORCING OVER PIERS)

(AT BEAM 3 ONLY)

23 U.S.C. 409


BARRIER DETAIL

RISER DETAIL A RISER DETAIL B

SHOWING DIMENSIONS

SHOWING REINFORCING

to the barrier reinforcing.

" clearance21* Provide a 1

thickness.

to maintain the 8" slab

". Adjust the riser21riser is

The anticipated midspan

are located at the supports.

" dimensions shown41The 2

STATENO.

ND

PROJECT NUMBERSHEET

NO.

SECTION

2/4/2016 braschke R:\SUPPORT\Teams\Bridge\Bridge Plan Stds\Box Beam\2016 Updates\170BR_016_SLABSEC.dgn11:54:55 AM

project number 170

XXXYYXX000

LOCATION

PRELIMINARY

purposes.

implementation

construction or

and not for

is preliminary

This drawing

0-000.000-16

SLAB SECTION

16

QUANTITIES

CLASS AAE-3 CONCRETE

REINFORCING STEEL

242.6 CY

1,595 LBS

REINFORCING STEEL (EPOXY) 49,177 LBS

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

b

c

d

b

c

h

k

de

g g

a

c

bf

k

h

a

k

h

f

d b

c

b

c

ga

f

h

k

a

b

Eq Sp

e = #

k

b

h

a

d

c

h

k

c

b

a

XB500 and XB501

* b = Vertical Leg for

hk

kh

kh

d

bc

a

b

c

a

e = # Eq Sp

d

AA

A

B

C

D K L

P

SA

BILL OF REINFORCING STEEL, GRADE 60

PIE

RS

SU

PE

RS

TR

UC

TU

RE

TION

LOCA-SIZE MARK

LENGTH

NOMINAL

b c d e f g

DETAILING DIMENSIONS

h k a b c d f g kh

DETAILING DIMENSIONS

LETTER PREFIX OF BAR MARK DENOTES SHAPE ~ SEE BAR DETAILS

TION

LOCA-SIZE MARK

/SET

EACH

NO.

LENGTH

NOMINAL

/SET

EACH

NO.

e

EP

OX

YR

EG

UL

AR

AB

UT

ME

NTS

M

N

23 U.S.C. 409

NDDOT Reserves All ObjectionsA100 32

A101

A102

A103

C100

8

8

8

50

C101

C102

C103

C104

7'-10" 1'-8" 7'-10"17'-4"5

5 30 5'-4" 1'-8" 7'-10"

5 4 18'-8" 1'-8"

5 4 18'-0" 7'-10" 1'-8" 8'-6"

5 30 2'-8" 1'-8"

14'-10"

10'-4"

4'-4"

6 D100 8 13'-9" 11'-5"2'-4" 4

5

5

A202

A201

A200

2

23'-5" 23'-5"

C200 50

C201

C202

2'-3" 1'-6" 2'-3"6'-0"5

5 2'-3" 1'-8" 2'-3"

4 96 2'-8" 1'-8"

5 M200 46 6'-8" 1'-1"1'-1" 122'-3"

6

100

156

156

38'-8"

22'-5"

6'-2"

38'-8"

22'-5"

6" 6"

2'-3" 12

5

A501

A502

12

32

12A500

5 G500 24 9'-1" 1'-7"4'-11"1'-7"

a

6

4

40'-8"

36'-10"

4'-11"

40'-8"

36'-10"

4'-11"

6" 12 4.4

5 N500 12 7'-2" 1'-7"1'-6" 6"

5 38'-2" 38'-2"XA500

XA501

XA502

XA504

XA505

38'-2" 38'-2"

60 30'-0" 30'-0"

5 8 40'-8" 40'-8"

5 3'-0" 3'-0"

6

5

228

241

5 82 6'-8" 2'-8"XB500

5 XB501 52 5'-6" 2'-6"

4'-0"

3'-0"

4 40 8'-11" 2'-7"1'-9"2'-7" 12XG500 1'-0" 0

5 4'-11" 1'-4"XK500 121'-0"554 8" 11" 8" 2.5" 8" 8.5

5 5'-0"XL500 12554 2.5" 1.253" 2'-2" 8" 2'-2"

5 5'-6"XP500 86 5" 2'-1" 2'-2" 10" 12 6.5

5 XAA500 24 192'-2" 60'-0" 2'-6" 12'-2" 3 184'-8"

5 XAA501 32 190'-8" 60'-0" 2'-0" 10'-8" 3 184'-8"

4 XAA502 18 188'-8" 60'-0" 1'-6" 8'-8" 3 184'-2"

5 XSA500 2 16

6 XSA501 2 17

344'-3" 3'-9"

372'-9" 4'-2"

36'-9"

37'-3"

4.4 12

1.25"

156

G

C1054 60 2'-8" 1'-8"6" 6"

6 AA100 24 40'-0" 2'-3" 26'-8" 1

6 AA101 4 40'-0" 2'-3" 25'-8" 1

4 4'-10" 8'-2" 1'-7"5 10SC100

12

7

6

6

6

8'-7"

7'-4"

66'-8"

65'-8"

155'-5"

8'-7"

10'-4"

7'-4"

4'-4"

8'-6" 8'-6"

1'-3" 1'-3"

64'-5"

63'-5"

8"

SC

5 XA503 60 15'-6" 15'-6"

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

2/4/2016 braschke R:\SUPPORT\Teams\Bridge\Bridge Plan Stds\Box Beam\2016 Updates\170BR_017_REBAR_B.dgn11:54:56 AM

project number 170

XXXYYXX000

LOCATION

REINFORCING BAR LIST & DETAILS

0-000.000-17

17

PRELIMINARY

purposes.

implementation

construction or

and not for

is preliminary

This drawing

"8134'-0

3"

Clr

1'-2"

3"

Clr

Dwg 0-000.000-15

See "Endwall Details"

20'-0"

1'-0"

"819

4"

"814

3"

4"

"211

4XA902

7SA900

38'-6"

Keyway

"21" x 52

11

5"

Dwg 0-000.000-19

Slab Joint Detail"

See "Approach1'-3"

1'-0"

(typ)

4A903

29 Sp @ 8" ~ 5XK900 & 5XL900

See Detail "A"

Dwg 0-000.000-19

See "Connection Plate Details"

" Std Pipes43` 1" &

"215

8" 5XMK900 & 5XL900

3"

(Top & Bot)

13 Sp @ 1'-0" ~ 5SA901

19 Sp @ 1'-0" ~ 5A900 (Top & Bot)

3"

8" 5XMK900 & 5XL900

* 5XL900

* 5XMK900

** 10'-2" Jt Filler

** 11'-7" Jt Filler

49 Sp @ 8" ~ 5XK900 & 5XL900 (Not Shown)

76 S

p @ 6" ~ 7

SA900 (

Top & B

ot)

(typ)

4XA902

Front Face Only

Silicone Sealant (826.02 B.1)

" Pref Exp Joint Filler41

Gutter

Curb &

Front Face & Top Only

Silicone Sealant (826.02 B.1)

1" Polystyrene

4A903

1'-6"1'-6"

3"

6" 7"

2"

1'-3"

1'-7"

10"

3"

2'-8"

"16

52'-8

Optional

10"

R * 5XL900

* 5XK900

Keyway

"21" x 52

11

(826.02 B.1)

Silicone Sealant

(typ)

4XA901

A-A

ELEVATION

PLAN

B

B

A A

23 U.S.C. 409


C

C

C-C

ON S

TR

AIG

HT W

ING A

BU

TM

EN

TS T

HE J

OIN

T FIL

LE

R A

LO

NG T

HE S

LA

B A

ND N

OT

E A

RE O

MIT

TE

D

slab & abutment wing.

~ Place between approach

" x 14" Perf Exp Joint Filler21**

DETAIL "A"

SHOWING DIMENSIONS SHOWING REINFORCING

B-B

to the barrier reinforcing.

" clearance21* Provide a 1

QUANTITIES

SEE DWG 0-000.000-19

STATENO.

ND

PROJECT NUMBERSHEET

NO.

SECTION

2/4/2016 braschke R:\SUPPORT\Teams\Bridge\Bridge Plan Stds\Box Beam\2016 Updates\170BR_018_APPRSLAB1.dgn11:54:58 AM

project number 170

XXXYYXX000

LOCATION

18

0-000.000-18

APPROACH SLAB DETAILS

PRELIMINARY

purposes.

implementation

construction or

and not for

is preliminary

This drawing

SA900

SA901

SA900

SA901

SA900

2.5 R

2.5 R

8.5

12

1'-5" 33'-6"

37'-1"

76 Eq Sp5.5"

10"

6.5"

11"

4"

8"

19'-8"

SA90113 Eq Sp

1'-10"

1'-10"

2'-2"

3"

2'-2

"

12

1.2

5

2.5" R8"

2.5" R 8"

11"

12

1'-8"

8.5

1'-0"

8"8"

1'-0"

Jt Filler

Pref Exp

" x 4"21

Tool Formed

1" Sawed or Hand

Reinforcing

Endwall Top of Slab

BRIDGEAPPROACH SLAB

1" Polystyrene

Film

Polyethylene

1'-2"

4"

7"

below finished surface.

"81Leave joint sealer 0" to

Silicone Sealant (826.02 B.1)"8

3

(typ)

5XB900

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)

SIZE MARK NO. LENGTH

SKEW ANGLE = 20°

ESTIMATED MATERIAL QUANTITIES

BAR LIST - ONE SLAB

5 A900 38'-2"

4 33'-8"

4 9 20'-1"

5 80XK900 5'-7"

5 82XL900 5'-0"

5 XB900 4 3'-8"

(LBS)

REINFORCING STEEL

(CY)

CONCRETE

BENT BAR DETAILS

NOTES:

XK900XL900XB900

49.1

38

XA901 9

XA902

7 2SA900

5 2SA901

4 4 3'-0"A903

269'-6"

2046'-11"

23 U.S.C. 409


SA900 & SA901XMK900

11,691

5 2XMK900 4'-1"

(ONE SLAB)

APPROACH SLAB JOINT DETAIL

CONNECTION PLATE DETAILS

SHOWING REINFORCING SHOWING DIMENSIONS

(SHOWING FRONT FACE)

fabrication.

É Galvanize after

"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

QUANTITIES

APPROACH SLAB 115.5 SY

STATENO.

ND

PROJECT NUMBERSHEET

NO.

SECTION

2/4/2016 braschke R:\SUPPORT\Teams\Bridge\Bridge Plan Stds\Box Beam\2016 Updates\170BR_019_APPRSLAB2.dgn11:54:59 AM

project number 170

XXXYYXX000

PRELIMINARY

purposes.

implementation

construction or

and not for

is preliminary

This drawing

0-000.000-19

LOCATION

APPROACH SLAB DETAILS

19

design data section sheet pcn no. job

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