j44-14 continuous concrete slab bridge …the j44-14 bridge standards, if properly used, provide the...

8/23/2016 2:28:17 PM bkloss W:\Highway\Bridge\MethodsSection\CADD Concept Drafts\J44-14.dgn J44-00-14 11x17_pdf.pltcfg

Highway Division

BRIDGE STANDARDS

CONCRETE SLAB

J44-14 CONTINUOUS


INDEX FOR J44-14 STANDARDS:

CONCRETE IN ACCORDANCE WITH LRFD AASHTO SECTION 5, f'c = 3,500 PSI,

STRUCTURAL STEEL IN ACCORDANCE WITH LRFD AASHTO SECTION 6. ASTM A709

CONSTRUCTION: IOWA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS

FOR HIGHWAY AND BRIDGE CONSTRUCTION, SERIES 2012, PLUS

APPLICABLE GENERAL SUPPLEMENTAL SPECIFICATIONS, DEVELOPMENTAL

SPECIFICATIONS, SUPPLEMENTAL SPECIFICATIONS AND SPECIAL

PROVISIONS SHALL APPLY TO CONSTRUCTION WORK ON THIS PROJECT.

DESIGN STRESSES FOR THE FOLLOWING MATERIALS ARE IN ACCORDANCE

WITH THE AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS, 3rd Ed, SERIES OF 2004.

REINFORCING STEEL IN ACCORDANCE WITH LRFD AASHTO SECTION 5, GRADE 60.

SPECIFICATIONS:

DESIGN STRESSES:

DESIGN: AASHTO LRFD, SERIES OF 2004 WITH INTERIM 2005.

DESIGN BASED ON PRE 2005 LRFD INTERMS.

CONTROL OF CRACKING BY DISTRIBUTION OF REINFORCEMENT FOR SLAB

SIX FOOT OF APPROACH SLAB DEAD & LIVE LOAD INCLUDED IN ABUTMENT LOADS.

LOAD DISTRIBUTION.

END SPAN LENGTH IS USED TO CALCULATE EQUIVALENT WIDTH IN LIVE

HL-93 LIVE LOAD PLUS 20 LBS. PER SQ. FT. FOR FUTURE WEARING SURFACE.

2n = 18 FOR COMPRESSION STEEL

n = 9 FOR TENSION STEEL

GRADE 36 OR GRADE 50 ( AASHTO M270 GRADE 36 OR GRADE 50`).

ABUTMENT BACKFILL DETAILS - 15°, 30°, & 45° SKEWS

ABUTMENT BACKFILL DETAILS - 0° SKEWS

WING ARMORING & MACADAM STONE DETAILS

SUBDRAIN DETAILS

OPEN BARRIER RAIL DETAILS

OPEN BARRIER RAIL DETAILS

BARRIER RAIL END SECTION

BARRIER RAIL DETAILS


ABUTMENT DETAILS - STEEL PILING

ABUTMENT DETAILS 45° SKEW - STEEL PILING





ABUTMENT DETAILS - TIMBER PILING

ABUTMENT DETAILS 45° SKEW - TIMBER PILING








NON-MONOLITHIC PIER CAP DETAILS ALL BRIDGES



MONOLITHIC PIER CAP DETAILS ALL BRIDGES

MONOLITHIC PIER CAP DETAILS ALL BRIDGES

SUPERSTRUCTURE DETAILS ALL BRIDGES 45° SKEW




SUPERSTRUCTURE DETAILS ALL BRIDGES

SUPERSTRUCTURE DETAILS 150'-0 BRIDGE


















INDEX, GENERAL NOTES & GENERAL INFORMATION

GENERAL NOTES:THE J44-14 BRIDGE STANDARDS, IF PROPERLY USED, PROVIDE THE STRUCTURAL PLANS NECESSARY TO

THESE BRIDGES MAY BE BUILT ON A 0°, 15°, 30° OR 45° SKEW. THESE PLANS SHOW THE BRIDGES

SKEWED IN ONE DIRECTION, BUT ALL DIMENSIONS AND DETAILS WOULD BE THE SAME FOR THE

OPPOSITE SKEW.

FOR CLARITY, MOST SECTIONS SHOWN ON THE FOLLOWING SHEETS ARE DRAWN WITH BARRIER RAIL

ONLY. THESE SECTIONS WILL BE IDENTICAL FOR OPEN RAIL DESIGN WITH ANY MODIFICATIONS SHOWN

THESE BRIDGES ARE DESIGNED FOR HL93 LOADING PLUS 20 LBS. PER SQ. FT. OF ROADWAY FOR FUTURE

WEARING SURFACE. CONTROL OF CRACKING BY DISTRIBUTION OF REINFORCEMENT FOR SLAB DESIGN BASED

ON PRE LRFD 2005 INTERIMS.

AND A PROPER JOINT FOR EXPANSION SHALL BE PROVIDED BETWEEN THE BRIDGE AND THE APPROACH PAVING.

THE FLOOR SLAB AS SHOWN INCLUDES •" INTEGRAL WEARING SURFACE.

THE ABUTMENTS FOR THESE BRIDGES ARE BUILT INTEGRAL WITH THE SUPERSTRUCTURE. THEREFORE,

IT IS IMPORTANT THAT A PROPER JOINT FOR EXPANSION BE PROVIDED BETWEEN THE BRIDGE AND

APPROACH PAVING, WHEN APPROACH PAVING IS NEEDED.

THE PIERS AND ABUTMENTS FOR THESE STANDARDS HAVE BEEN DESIGNED FOR THE USE OF BOTH

FRICTION AND POINT BEARING PILES. IT IS NECESSARY THAT THE TYPE AND LENGTH FOR BOTH THE

ABUTMENT AND PIER PILES BE DESIGNATED ON THE FRONT SHEET OF THE PLANS.

ON SHEET J44-48-14 AND J44-49-14.

BELOW THE BOTTOM OF FOOTING. THE PREBORED HOLES SHALL BE IN ACCORDANCE WITH

SECTION 2501.03, Q OF THE STANDARD SPECIFICATIONS. THE ELEVATION OF THE BOTTOM

OF THE PREBORED HOLE SHALL BE SHOWN ON THE PLANS.

ANALYSIS WILL BE REQUIRED. WHEN PREBORING IS NOT REQUIRED FOR THE ABUTMENT

FOOTING AND ROCK IS ENCOUNTERED LESS THAN 10 FOOT BELOW THE BOTTOM OF

ABUTMENT FOOTING, A SPECIAL ANALYSIS WILL BE REQUIRED.

(3) IF ROCK IS ENCOUNTERED LESS THAN 5 FOOT BELOW THE PREBORED HOLES, A SPECIAL

(1) THESE BRIDGES ARE NOT TO BE USED WHEN POINT BEARING FOR THE ABUTMENT STEEL

`DRIVEN THROUGH OVERSIZED HOLES PREBORED TO A MINIMUM OF 10 FEET BELOW THE

(2) FOR THE 140 FOOT AND 150 FOOT LONG BRIDGES THE ABUTMENT PILING ARE TO BE

BOTTOM OF FOOTING.

PILING WOULD BE OBTAINED ON ROCK AT A DISTANCE LESS THAN 15 FEET FROM THE

THE ABUTMENT DESIGN UTILIZED ON THESE BRIDGES RESTRICTS THEIR USE IN THE FOLLOWING

MANNER:

CONSTRUCT THREE SPAN 44' ROADWAY CONTINUOUS CONCRETE SLAB BRIDGES WITH LENGTHS OF

70'-0, 80'-0, 90'-0, 100'-0, 110'-0, 120'-0, 130'-0, 140'-0 AND 150'-0.

THESE BRIDGE PLANS LABEL ALL REINFORCING STEEL WITH ENGLISH NOTATION

(`5a1 IS † INCH DIAMETER BAR`). ENGLISH REINFORCING STEEL RECEIVED IN

THE FIELD MAY DISPLAY THE FOLLOWING "BAR DESIGNATION". THE "BAR

DESIGNATION" IS THE STAMPED IMPRESSION ON THE REINFORCING BARS, AND

IS EQUIVALENT TO THE BAR DIAMETER IN MILLIMETERS.

ENGLISH SIZE 3 4 5 6 `7 8 9 `10 11

BAR DESIGNATION 10 13 16 19 22 25 29 32 36

KEYWAY DIMENSIONS SHOWN ON THE PLANS ARE BASED ON NOMINAL DIMENSIONS UNLESS STATED

OTHERWISE. IN ADDITION, THE BEVEL USED ON THE KEYWAY SHALL BE LIMITED TO A MAXIMUM OF

10 DEGREES FROM VERTICAL.

10. LIGHTING LAYOUT IF NEEDED

`9. CONDUIT LAYOUT

`8. SLOPE PROTECTION LAYOUT IF NEEDED

`7. PILING DESIGN INFORMATION

`6. BOTTOM OF PIER CAP ELEVATIONS

`5. BOTTOM OF ABUTMENT FOOTING ELEVATIONS

`4. TOP OF SLAB ELEVATIONS LAYOUT

`3. SITUATION PLAN LAYOUT OF BRIDGE

`2. ESTIMATED QUANTITIES TOTALS INCLUDING CLASS 20 EXCAVATION FOR BRIDGE

`1. TITLE SHEET WITH ENGINEERS SEAL

FOR SECONDARY ROUTES THE ENGINEER MAY NOT REQUIRE ALL SHEETS TO BE PROVIDED:

HOWEVER, THE FOLLOWING ADDITIONAL INFORMATION IS REQUIRED FOR USE ON PRIMARY ROUTES.

THESE STANDARDS GIVE MOST OF THE INFORMATION NECESSARY TO BUILD THESE BRIDGES.

NOTE THAT WHEN APPROACH PAVEMENT IS TO BE PLACED, THE TEMPORARY PAVING BLOCKS SHALL BE REMOVED

INDEX AND GENERAL NOTES J44-01-14J44-53-14

J44-52-14

J44-51-14

J44-50-14

J44-49-14

J44-48-14

J44-47-14

J44-46-14

J44-45-14

J44-44-14

J44-43-14

J44-42-14

J44-41-14

J44-40-14

J44-39-14

J44-38-14

J44-37-14

J44-36-14

J44-35-14

J44-34-14

J44-33-14

J44-32-14

J44-31-14

J44-30-14

J44-29-14

J44-28-14

J44-27-14

J44-26-14

J44-25-14

J44-24-14

J44-23-14

J44-22-14

J44-21-14

J44-20-14

J44-19-14

J44-18-14

J44-17-14

J44-16-14

J44-15-14

J44-14-14

J44-13-14

J44-12-14

J44-11-14

J44-10-14

J44-9-14

J44-8-14

J44-7-14

J44-6-14

J44-5-14

J44-4-14

J44-3-14

J44-2-14

J44-1-14

OFFICE OF BRIDGES AND STRUCTURES WEB SITE: HTTP://WWW.IOWADOT.GOV/BRIDGE/INDEX.HTM.

AS WELL AS THE BRIDGE DESIGN MANUAL AND DESIGN EXAMPLES, ARE AVAILABLE ON THE

CADD NOTES E177, E718, E719, E818, AND E819 ARE APPROPRIATE FOR THAT PURPOSE. THE NOTES,

AND GIVE THAT INFORMATION ON THE FRONT SHEET OF THE PLANS. BRIDGE DESIGN MANUAL

DETERMINE THE CONSTRUCTION CONTROL METHOD, CONTRACT LENGTH, AND DRIVING TARGET

IOWA STATE UNIVERSITY RESEARCH, FOR PILE FOUNDATIONS THE DESIGNER WILL NEED TO

BECAUSE THESE BRIDGE STANDARDS HAVE BEEN REVISED FOR LRFD BASED ON 2012-COMPLETED

CONCRETE PILES (P10L), OR STANDARD H-PILES (P10L AND SRL-1)

· PILE BENTS: STANDARD CONCRETE-FILLED STEEL PIPE PILES (P10L), STANDARD PRESTRESSED

ARTICLE 6.2.6.1 STRUCTURAL RESISTANCE LEVEL-1 (SRL-1)

· INTEGRAL ABUTMENTS: TIMBER PILES OR HP10x42 PILES AT BRIDGE DESIGN MANUAL(BDM)

FOR THE USE OF VARIOUS TYPES OF PILE FOOTINGS AS FOLLOWS.

THE INTEGRAL ABUTMENTS AND PILE BENTS FOR THESE J44 STANDARDS HAVE BEEN DESIGNED

RE

VIS

ED 03-2016 -

RE

VISI

ON

FO

R

AD

DITI

ON

OF

PA

VI

NG

NO

TC

H

BA

R

AN

D

RE

FE

RE

NC

E

TO

BR-205 S

TA

ND

AR

D

RO

AD

PL

AN.

03-2016

SHALL BE DEFORMED REINFORCEMENT UNLESS OTHERWISE NOTED OR SHOWN.

ALL REINFORCING BARS AND BARS NOTED AS DOWELS SUPPLIED FOR THIS STRUCTURE

IOWA DEPARTMENT OF TRANSPORTATION, OFFICE OF BRIDGES AND STRUCTURES WEB SITE.

FOR MORE INFORMATION ON SRL-1, SEE THE BRIDGE DESIGN MANUAL, LOCATED ON THE

STRUCTURAL RESISTANCE LEVEL-1 (SRL-1) REPLACES THE 50 TON STEEL PILE DESIGNATION.

ELEVATION. SCOUR ELEVATION SHALL BE SHOWN ON THE FRONT SHEET.

FOR PIERS SUBJECT TO SCOUR THE DESIGN BEARING SHALL BE OBTAINED BELOW SCOUR

THE FIRST APPROACH SLAB PANEL.

(MOVABLE) ABUTMENT, AND PROVIDES EXPANSION MOVEMENT (CF JOINT) AT THE END OF

WITH THE J44 STANDARDS. THIS STANDARD TIES THE APPROACHES TO THE INTEGRAL

THE BR-205 DOUBLE REINFORCED 12" APPROACH STANDARD ROAD PLAN SHALL BE USED

STANDARD DESIGN - 44' ROADWAY, 3 SPAN BRIDGES

SLAB BRIDGES

CONTINUOUS CONCRETE

LA

TE

ST

RE

VISI

ON

DA

TE

AP

PR

OV

ED

BY

BRI

DG

E

EN

GI

NE

ER

JULY, 2014

Highway Division


1'-

2•

5Š

SUPERSTRUCTURE DETAILS

70'-0 BRIDGE

‰

„

ˆ

„ˆ

2 SPA. @ 7'-0

= 14'-0

4 SPA. @ 5'-3 = 21'-0

FINAL GRADE LINE

| PIER

THIS DIAGRAM SHOWS THE FORM CAMBER REQUIRED TO COMPENSATE

FOR THE ANTICIPATED ULTIMATE DEAD LOAD DEFLECTION. THE ABOVE

DIMENSIONS DO NOT INCLUDE ANY ALLOWANCE FOR FORM DEFLECTION

OR FALSEWORK SETTLEMENT.

POSITION OF SLAB

IMMEDIATELY AFTER

FALSEWORK IS REMOVED

TOP OF SLAB

AS FORMEDSYMMETRICAL

ABOUT

| BRIDGE

| ABUT. BRG.

FORM CAMBER DIAGRAM

56.99

1'-

2‡

1'-

2•

1'-

2•

57.04

J44-02-14


SLAB BRIDGES

CONTINUOUS CONCRETE

LA

TE

ST

RE

VISI

ON

DA

TE

AP

PR

OV

ED

BY

BRI

DG

E

EN

GI

NE

ER

JULY, 2014

Highway Division

2'-1

LI

NE

D

LI

NE

E

LINE D

LINE E

2'-1

1'-

0

86 SPACES @ 0'-6 = 43'-0

6c BARS @ 1'-0 CENTERS

1'-4

ROUGHENED

JOINT UNDER

POST

5j1 BARS @ 1'-0 CENTERS

4•

LEVEL

INDENTATION

@ 2'-0 CENTERS

1'-7

4•

5d BARS @ 1'-0 CENTERS (`2'-2 MIN. LAP`)

6c BARS @ 1'-0 CENTERS (`1'-10 MIN. LAP`)

GUTTER LINE

1'-

0

5d BARS @ 1'-0 CENTERS

3'-0

PARABOLIC

2.0% SLOPE

CROWN ORDINATES

3'-0

PARABOLIC

2.0% SLOPE

CROWN ORDINATES

IF PERMISSIBLE LONGITUDINAL

JOINT IS USED, BARS ON |

ROADWAY MAY BE SHIFTED

TO CLEAR JOINT BY 1"

… …

3 EQ. SPA.

LINE A

LINE B

LINE C

HALF SECTION NEAR ABUTMENT HALF SECTION NEAR PIER

SLAB CROSS-SECTIONAL AREA

FOR BARRIER RAIL = SQ. FT.


FOR OPEN RAIL = SQ. FT.

22'-3

(`44'-6 ROADWAY FOR OPEN RAIL`)

22'-0

(`44'-0 ROADWAY FOR BARRIER RAIL`)

44'-0

6 ƒ" DOUBLE DRIP

GROOVE (`TYP.`)5" ƒ" DRIP

GROOVE (`TYP.`)

10•

1'-4

1'-0

OPEN RAIL

SEALER

CONCRETE

LIMITS OF

TOP OF SLAB

LIMITS FOR OPEN RAILS

CONCRETE SEALER

`RAIL OPTION ONLY.

`GROOVES FOR OPEN

*`NOTE: DOUBLE DRIP

*`5

SHALL APPLY FOR BAR CHAIRS.

POURED. I.M. 451.01 REQUIREMENTS

ON BAR CHAIRS BEFORE CONCRETE IS

PLACE AND ADEQUATELY SUPPORTED

STEEL IS TO BE SECURELY WIRED IN

ABOVE BOTTOM OF SLAB. REINFORCING

TO BE PARALLEL TO AND 1•" CLEAR

LONGITUDINAL REINFORCING STEEL IS

CLEAR BELOW TOP OF SLAB. BOTTOM

STEEL IS TO BE PARALLEL TO AND 2•"

NOTE: TOP LONGITUDINAL REINFORCING

SPECIFICATIONS.

ARTICLE 2403.03, P, 3 OF THE STANDARD

SHALL BE APPLIED IN ACCORDANCE WITH

FULL LENGTH OF BRIDGE. CONCRETE SEALER

IN THE DETAIL AND SHALL APPLY TO THE

THE CONCRETE SEALER LIMITS ARE SHOWN

SIDES OF THE OPEN RAIL POSTS.

FACE SIDE, BOTTOM OF RAIL, AND ON ALL

TO THE OPEN RAIL ON THE TOP, TRAFFIC

CONCRETE SEALER SHALL ALSO BE APPLIED

EDGE OF SLAB AND UNDER THE SLAB. THE

BOTH SIDES OF BRIDGE SLAB ON THE TOP,

CONCRETE SEALER SHALL BE APPLIED TO

1"x8x0'-8

PLACEMENT FOR LONGITUDINAL REINFORCEMENT

| ABUT. BRG. | ABUT. BRG.| PIER| PIER

21'-0 28'-0

LINE A

LINE A

LINE B

LINE C

LINE B

LINE C

LINE D

LINE D

LINE E

LINE E

BOTTOM

OF SLAB

TOP

OF SLAB

BOTTOM

OF SLAB

UNDER

RAIL

TOP

OF SLAB

UNDER

RAIL

15'-9 23'-0

20'-6 22'-0 20'-6

15'-9

4'-0

4'-0

2'-8 MIN.

LAP TYP.

7a1

8a4

6b1 8b2

8b5

8a2

7a5

6b6

8a4

7a1

8b3

8b5

6b1

7a6

8a8

8b9

7a7

8b8

7a6

8b8

3'-6

4'-9 MIN.

LAP TYP.

21'-0

2'-3

3'-0

6'-0

8a9

6'-6 6'-0 12'-3

6'-6

8b2

2'-0

3'-0

23'-0

8a2

2'-0

12'-3

8b3

6'-0

4'-9 MIN.

LAP TYP.

6'-6 6'-6 6'-0

8b9

7b4 7b4

7a3

3'-6

3'-2 MIN.

LAP TYP.

18'-0 23'-62'-3

8a8

18'-0

6'-6 6'-6

16'-6

7a3

3'-0

3'-0

3 3


10† 2'-0 3'-9•

1ƒ 7

3'-1010ƒ


70'-0 BRIDGE

70'

162.0 162.2 162.9 164.5 162.0 162.2 162.9 164.5

1'-

7•

70'

45,680

183.4

183.3

184.5

184.4

188.4

188.3

196.8

196.7 176.9 177.8 187.8180.9

WING, HORIZONTAL TRAFFIC FACE

WING, HORIZONTAL BACK FACE

WING, VERTICAL

TOP OF SLAB, TRANSVERSE, AT RAIL

PIER CAP, TOP LONGITUDINAL


PIER CAP, BOTTOM LONGITUDINAL


PIER CAP ENDS

PIER CAP HOOPS

SLAB, DIAGONALS, AT ABUTMENT

SLAB, HAIRPINS, AT ABUTMENT

SLAB, TRANSVERSE AT ABUTMENT


SLAB TRANSVERSE ENDS, TOP




SLAB TRANSVERSE TOP

SLAB TRANSVERSE TOP

SLAB TRANSVERSE ENDS, BOTTOM




SLAB TRANSVERSE BOTTOM


SLAB LONGITUDINAL TOP, AT RAIL


SLAB LONGITUDINAL TOP






SLAB LONGITUDINAL BOTTOM, AT RAIL




SLAB LONGITUDINAL BOTTOM





5n3

5n1

5m1

5j1

8h6

8h5

8h4

8h3

8h2

5h1

6e4

6e3

8e2

8e1

5d6

5d5

5d4

5d3

5d2

5d1

6c6

6c5

6c4

6c3

6c2

6c1

8b9

8b8

6b6

8b5

7b4

8b3

8b2

6b1

8a9

8a8

7a7

7a6

7a5

8a4

7a3

8a2

7a1

24

24

40

132

4

4

8

8

4

72

100

100

18

18

-

-

-

-

67

67

-

-

-

-

67

67

8

8

29

58

58

58

58

58

4

8

4

8

29

58

58

58

58

169

167

185

1171

251

301

469

586

154

520

889

751

1122

1362

-

-

-

-

1625

1800

-

-

-

-

2340

2558

641

855

886

1936

2638

4259

2827

785

251

390

224

405

1305

3214

2875

3872

1897

24

24

40

126

4

4

8

8

4

90

100

100

18

18

12

12

12

14

58

56

12

12

12

14

58

56

8

8

29

58

58

58

58

58

4

8

4

8

29

58

58

58

58

6'-9

6'-8

4'-5

8'-6

26'-3

32'-8

24'-6

31'-8

14'-5

6'-11

5'-11

5'-5

26'-9

31'-9

VARIES

VARIES

VARIES

VARIES

23'-3

25'-9

VARIES

VARIES

VARIES

VARIES

23'-3

25'-5

30'-0

40'-0

20'-4

12'-6

22'-3

27'-6

18'-3

9'-0

23'-6

18'-3

27'-4

24'-9

22'-0

20'-9

24'-3

25'-0

16'-0

169

167

185

1118

281

349

524

677

154

650

889

814

1286

1526

158

144

177

210

1407

1505

227

208

255

303

2026

2138

641

855

886

1936

2638

4259

2827

785

251

390

224

405

1305

3214

2875

3872

1897

24

24

40

124

4

4

8

8

4

108

100

100

18

18

19

20

22

22

49

46

19

20

22

22

49

46

8

8

29

58

58

58

58

58

4

8

4

8

29

58

58

58

58

6'-9

6'-8

4'-5

8'-6

31'-6

38'-11

29'-8

37'-10

14'-5

6'-11

5'-11

6'-1

32'-5

37'-6

VARIES

VARIES

VARIES

VARIES

23'-3

25'-9

VARIES

VARIES

VARIES

VARIES

23'-3

25'-5

30'-0

40'-0

20'-4

12'-6

22'-3

27'-6

18'-3

9'-0

23'-6

18'-3

27'-4

24'-9

22'-0

20'-9

24'-3

25'-0

16'-0

169

167

185

1100

337

416

634

809

154

780

889

914

1558

1803

261

254

318

337

1189

1236

376

366

458

485

1712

1757

641

855

886

1936

2638

4259

2827

785

251

390

224

405

1305

3214

2875

3872

1897

6'-9

6'-8

4'-5

8'-6

23'-5

28'-2

21'-11

27'-5

14'-5

6'-11

5'-11

5'-0

23'-4

28'-4

-

-

-

-

23'-3

25'-9

-

-

-

-

23'-3

25'-5

30'-0

40'-0

20'-4

12'-6

22'-3

27'-6

18'-3

9'-0

23'-6

18'-3

27'-4

24'-9

22'-0

20'-9

24'-3

25'-0

16'-0

7b4, 8b8, AND 8b96b1, 8b3,

24

24

40

132

4

4

8

8

4

72

100

100

18

18

-

-

-

-

67

67

-

-

-

-

67

67

8

8

29

58

58

58

58

58

4

8

4

8

29

58

58

58

58

6'-9

6'-8

4'-5

8'-6

23'-11

29'-6

22'-4

28'-8

14'-5

6'-11

5'-11

5'-1

24'-1

29'-2

-

-

-

-

24'-1

26'-8

-

-

-

-

24'-1

26'-4

30'-0

40'-0

20'-4

12'-6

22'-3

27'-6

18'-3

9'-0

23'-6

18'-3

27'-4

24'-9

22'-0

20'-9

24'-3

25'-0

16'-0

169

167

185

1171

256

316

478

613

154

520

889

764

1158

1402

-

-

-

-

1683

1864

-

-

-

-

2424

2650

641

855

886

1936

2638

4259

2827

785

251

390

224

405

1305

3214

2875

3872

1897

46,123 46,807 47,924

177.0 177.9 181.1 187.9

J44-03-14

3220 3220 32203220

3266 3266 32663266

48,900

48,900

48,946

48,946

46,619

46,619

46,665

46,665

49,343

49,343

49,389

49,389

47,006

47,006

47,052

47,052

50,027

50,027

50,073

50,073

47,392

47,392

47,438

47,438

51,144

51,144

51,190

51,190

48,014

48,014

48,060

48,060

1737

1834

1737

1834

1737

1834

1737

1834

RE

VIS

ED 03-2016 -

RE

VISI

ON

FO

R

AD

DITI

ON

OF

PA

VI

NG

NO

TC

H

BA

R 8u1.

RE

VIS

ED 09-14 -

CH

AN

GE

D

RE

FE

RE

NC

E

TO

TH

E

BA

RRIE

R

RAIL

&

OP

EN

RAIL

TO

TH

E J44-14 S

TA

ND

AR

DS I

NS

TE

AD

OF J44-06

ST

AN

DA

RD

S.

1982

2079

1982 1982 1982 1982 1982 1982 1982

2079 2079 2079 2079 2079 2079 2079

RE

VIS

ED 04-2016 -

RE

VISI

ON

TO I

NC

LU

DE

PA

VI

NG

NO

TC

H

BA

R 8u1

WEI

GH

T I

N

ES

TI

MA

TE

D

QU

AN

TITIE

S

TA

BL

E.

04-2016


SLAB BRIDGES

CONTINUOUS CONCRETE

LA

TE

ST

RE

VISI

ON

DA

TE

AP

PR

OV

ED

BY

BRI

DG

E

EN

GI

NE

ER

JULY, 2014

Highway Division

BENT BAR DETAILS

D=2•

6 6

0° SKEW

15° SKEW

30° SKEW

2'-6

2'-7

2'-10†

2'-8

5h1

3'-10ƒ

2'-

6ƒ

8h2

6e3

D=4•

5'-3

45° SKEW 3'-6•

1'-5

26'-11

27'-9

30'-4

0° SKEW

15° SKEW

30° SKEW

SKEW

ANGLE

(TYP.)

8e1

36'-1 45° SKEW

1'-5

21'-11

22'-8

25'-4

0° SKEW

15° SKEW

30° SKEW

SKEW

ANGLE

(TYP.)

8e2

31'-045° SKEW

2'-

3

- (2'-3)

TOTAL LENGTH

D=

1'-

3

1'-6 2'-0ƒ

2'-

0ƒ

1'-6

2'-11

6e4

D=4•

#9 D= 9

#8 D= 6

#7 D= 5‚

#6 D= 4•

FOR :

NOTE: ALL DIMENSIONS ARE OUT TO OUT. D = PIN DIAMETER.

5n3

D=6D=6

D=3ƒ

LOCATION

SAME AS ABOVE EXCEPT ALL "h" BARS DELETED

SHAPE NO. LENGTH WEIGHT LENGTH WEIGHT LENGTH WEIGHT LENGTH

O° 15° 30° 45°

BARRIER RAILWITH

BARRIER RAILWITH

OPEN RAILWITH

OPEN RAILWITH

BILL OF REINFORCING STEEL FOR SUPERSTRUCTURE - BRIDGE

SKEWWEIGHT

SKEW

ESTIMATED QUANTITIES FOR SUPERSTRUCTURE - BRIDGE

0° 15° 30° 45° 0° 15° 30° 45°

C.Y.

LBS.

LIN. FT.

ITEM

C.Y.

LBS.

CONCRETE BARRIER OR OPEN RAIL

BARRIER RAIL

WITH

OPEN RAIL

WITH

WITH MONOLITHIC PIER CAP WITH NON-MONOLITHIC PIER CAP

NO. NO. NO.BAR

BARRIER RAIL - SEE LIST ON RAIL SHEET J44-46-14

OPEN RAIL - SEE LIST ON RAIL SHEET J44-49-14

BARRIER RAILWITH

OPEN RAILWITH

STAINLESS STEEL RAIL TOTAL - LBS.

PIER CAP

MONOLITHIC

WITH

PIER CAP

NON-MONOLITHIC

WITH

EPOXY COATED RAIL TOTAL - LBS.


LBS.

LBS.

REINF. STEEL EPOXY COATED


SUB EPOXY COATED TOTAL - LBS.

LOCATION NO. WEIGHTBAR

WEIGHT = LBS.

LENGTH

2'-1

SHAPE

8u1ABUTMENT PAVING NOTCH BAR

FULL LENGTH BARS WITH NO REDUCTION IN PAY WEIGHT FOR SAME.

CONTRACTOR'S OPTION, THIS LAP MAY BE ELIMINATED BY FURNISHING

THE TRANSVERSE REBARS ARE DETAILED WITH A SPLICE LAP. AT THE

ALL OTHER REINFORCING STEEL IS TO BE EPOXY COATED.

REQUIREMENTS OF MATERIALS I.M.452.

REINFORCING STEEL SHALL BE DEFORMED BAR GRADE 60 MEETING THE

OR STAINLESS STEEL AS SHOWN OR NOTED. THE STAINLESS STEEL

ALL BARRIER RAIL REINFORCING STEEL IS TO BE EITHER EPOXY COATED

NOTES:

ALL SKEWS

FOR SUPERSTRUCTURE - BRIDGE

STAINLESS STEEL REINFORCING

ITEM "REINFORCING STEEL, STAINLESS STEEL".

8u1 BARS SHALL BE PAID FOR UNDER THE BID

44 245

*`STRUCTURAL CONCRETE (`BRIDGE`)


~ INCLUDES ABUTMENT PAVING NOTCH BAR WEIGHT.

* INCLUDES 4 WINGS @ 0.68 C.Y. EACH; EXCLUDES RAIL CONCRETE.

~`REINF. STEEL STAINLESS STEEL



1'-

3‚

5Š


80'-0 BRIDGE

1'-

3‚

1'-

3‚

1'-

3†

„ ‰

ˆ

„

‚

2 SPA. @ 7'-9

= 15'-6

4 SPA. @ 6'-1• = 24'-6

FINAL GRADE LINE

| PIER





POSITION OF SLAB

IMMEDIATELY AFTER


TOP OF SLAB


ABOUT

| BRIDGE

| ABUT. BRG.

FORM CAMBER DIAGRAM

59.94 59.99

J44-04-14


SLAB BRIDGES

CONTINUOUS CONCRETE

LA

TE

ST

RE

VISI

ON

DA

TE

AP

PR

OV

ED

BY

BRI

DG

E

EN

GI

NE

ER

JULY, 2014

Highway Division



24'-6 31'-0

LINE A

LINE A

LINE B

LINE C

LINE B

LINE C

LINE D

LINE D

LINE E

LINE E

BOTTOM

OF SLAB

TOP

OF SLAB

BOTTOM

OF SLAB

UNDER

RAIL

TOP

OF SLAB

UNDER

RAIL

18'-0 25'-0 3'-3

22'-9 24'-6 22'-9

18'-0

5'-0

5'-0

2'-8 MIN.

LAP TYP.

8a1

7a4

6b1 9b2

8b5

8a2

7a5

6b6

7a4

8a1

9b3

8b5

6b1

7a6

8a8

8b10

7a77a6

4'-0

24'-6

2'-9

3'-3

7'-3

8a9

7'-3 14'-6

9b2

2'-0

3'-3

25'-03'-3

8a2

2'-0

14'-6

9b3

8b10

8a3

4'-0

3'-2 MIN.

LAP TYP.

20'-6 25'-62'-9

8a8

20'-6

7'-0 7'-0

8a3

17'-0

6b4

5'-011'-3 10'-0 10'-0 11'-3

6b4

5'-0

17'-0

6b86b8

6'-0 MIN.

LAP TYP.

5'-0 5'-0

9b9

9b9

18'-6

3'-6 MIN.

LAP TYP.

33

2'-1

LI

NE

D

LI

NE

E

LINE D

LINE E

2'-1

1'-

0

86 SPACES @ 0'-6 = 43'-0


1'-4

ROUGHENED

JOINT UNDER

POST


4•

LEVEL

INDENTATION

@ 2'-0 CENTERS

1'-7

4•



GUTTER LINE

1'-

0


3'-0

PARABOLIC

2.0% SLOPE

CROWN ORDINATES

3'-0

PARABOLIC

2.0% SLOPE

CROWN ORDINATES





… …

3 EQ. SPA.

LINE A

LINE B

LINE C






22'-3


22'-0


44'-0

6 ƒ" DOUBLE DRIP


GROOVE (`TYP.`)

10•

1'-4

1'-0

OPEN RAIL

SEALER

CONCRETE

LIMITS OF

TOP OF SLAB


CONCRETE SEALER

`RAIL OPTION ONLY.

`GROOVES FOR OPEN

*`NOTE: DOUBLE DRIP

*`5












SPECIFICATIONS.













1"x8x0'-8


10† 2'-0 3'-9•

1ƒ 7

3'-1010ƒ


80'-0 BRIDGE

80'

80'

1'-

8‚

217.3

184.5

217.1210.4

182.9

210.6207.5

182.2

207.3

182.0

212.9

212.8 213.9

217.9

217.7

226.2

226.0

206.6

206.4

182.0

214.1

182.2 182.9 184.5



WING, VERTICAL






PIER CAP ENDS

PIER CAP HOOPS









SLAB TRANSVERSE TOP

SLAB TRANSVERSE TOP

























5n3

5n1

5m1

5j1

8h6

8h5

8h4

8h3

8h2

5h1

6e4

6e3

8e2

8e1

5d6

5d5

5d4

5d3

5d2

5d1

6c6

6c5

6c4

6c3

6c2

6c1

8b10

9b9

6b8

6b6

8b5

6b4

9b3

9b2

6b1

8a9

8a8

7a7

7a6

7a5

7a4

8a3

8a2

8a1

24

24

40

152

4

4

8

8

4

72

100

100

18

18

-

-

-

-

77

77

-

-

-

-

77

77

8

8

8

29

58

58

58

58

58

4

8

4

8

29

58

58

58

58

169

167

185

1348

251

301

469

586

154

532

889

751

1122

1362

-

-

-

-

1868

2069

-

-

-

-

2689

2940

727

640

307

712

3291

654

6311

4290

1699

273

444

240

471

1453

2727

4337

4182

2827

24

24

40

146

4

4

8

8

4

90

100

100

18

18

12

12

12

14

68

66

12

12

12

14

68

66

8

8

8

29

58

58

58

58

58

4

8

4

8

29

58

58

58

58

6'-9

6'-8

4'-5

8'-6

26'-3

32'-8

24'-6

31'-8

14'-5

7'-1

5'-11

5'-5

26'-9

31'-9

VARIES

VARIES

VARIES

VARIES

23'-3

25'-9

VARIES

VARIES

VARIES

VARIES

23'-3

25'-5

34'-0

23'-6

25'-6

16'-4

21'-3

7'-6

32'-0

21'-9

19'-6

25'-6

20'-9

29'-4

28'-9

24'-6

23'-0

28'-0

27'-0

18'-3

169

167

185

1295

281

349

524

677

154

665

889

814

1286

1526

158

144

177

210

1649

1773

227

208

255

303

2375

2520

727

640

307

712

3291

654

6311

4290

1699

273

444

240

471

1453

2727

4337

4182

2827

24

24

40

144

4

4

8

8

4

108

100

100

18

18

19

20

22

22

59

56

19

20

22

22

59

56

8

8

8

29

58

58

58

58

58

4

8

4

8

29

58

58

58

58

6'-9

6'-8

4'-5

8'-6

31'-6

38'-11

29'-8

37'-10

14'-5

7'-1

5'-11

6'-1

32'-5

37'-6

VARIES

VARIES

VARIES

VARIES

23'-3

25'-9

VARIES

VARIES

VARIES

VARIES

23'-3

25'-5

34'-0

23'-6

25'-6

16'-4

21'-3

7'-6

32'-0

21'-9

19'-6

25'-6

20'-9

29'-4

28'-9

24'-6

23'-0

28'-0

27'-0

18'-3

169

167

185

1277

337

416

634

809

154

798

889

914

1558

1803

261

254

318

337

1431

1505

376

366

458

485

2061

2138

727

640

307

712

3291

654

6311

4290

1699

273

444

240

471

1453

2727

4337

4182

2827

6'-9

6'-8

4'-5

8'-6

23'-5

28'-2

21'-11

27'-5

14'-5

7'-1

5'-11

5'-0

23'-4

28'-4

-

-

-

-

23'-3

25'-9

-

-

-

-

23'-3

25'-5

34'-0

23'-6

25'-6

16'-4

21'-3

7'-6

32'-0

21'-9

19'-6

25'-6

20'-9

29'-4

28'-9

24'-6

23'-0

28'-0

27'-0

18'-3

6b4, 6b8, AND 8b106b1, 9b3,

6'-9

6'-8

4'-5

8'-6

23'-11

29'-6

22'-4

28'-8

14'-5

7'-1

5'-11

5'-1

24'-1

29'-2

-

-

-

-

24'-1

26'-8

-

-

-

-

24'-1

26'-4

34'-0

23'-6

25'-6

16'-4

21'-3

7'-6

32'-0

21'-9

19'-6

25'-6

20'-9

29'-4

28'-9

24'-6

23'-0

28'-0

27'-0

18'-3

24

24

40

152

4

4

8

8

4

72

100

100

18

18

-

-

-

-

77

77

-

-

-

-

77

77

8

8

8

29

58

58

58

58

58

4

8

4

8

29

58

58

58

58

169

167

185

1348

256

316

478

613

154

532

889

764

1158

1402

-

-

-

-

1935

2142

-

-

-

-

2786

3046

727

640

307

712

3291

654

6311

4290

1699

273

444

240

471

1453

2727

4337

4182

2827

53,437 53,925 54,565 55,685

J44-05-14

3571 3571 35713571

3725 3725 37253725

57,008

57,008

57,162

57,162

54,715

54,715

54,869

54,869

57,496

57,496

57,650

57,650

55,147

55,147

55,301

55,301

58,136

58,136

58,290

58,290

55,486

55,486

55,640

55,640

59,256

59,256

59,410

59,410

56,108

56,108

56,262

56,262

1893

2074

1893

2074

1893

2074

1893

2074

RE

VIS

ED 03-2016 -

RE

VISI

ON

FO

R

AD

DITI

ON

OF

PA

VI

NG

NO

TC

H

BA

R 8u1.

RE

VIS

ED 09-14 -

CH

AN

GE

D

RE

FE

RE

NC

E

TO

TH

E

BA

RRIE

R

RAIL

&

OP

EN

RAIL

TO

TH

E J44-14 S

TA

ND

AR

DS I

NS

TE

AD

OF J44-06

ST

AN

DA

RD

S.

2138

2319 2319 2319 2319 2319 2319 2319 2319

2138 2138 2138 2138 2138 2138 2138

04-2016

RE

VIS

ED 04-2016 -

RE

VISI

ON

TO I

NC

LU

DE

PA

VI

NG

NO

TC

H

BA

R 8u1

WEI

GH

T I

N

ES

TI

MA

TE

D

QU

AN

TITIE

S

TA

BL

E.


SLAB BRIDGES

CONTINUOUS CONCRETE

LA

TE

ST

RE

VISI

ON

DA

TE

AP

PR

OV

ED

BY

BRI

DG

E

EN

GI

NE

ER

JULY, 2014

Highway Division

BENT BAR DETAILS

D=2•

6 6

0° SKEW

15° SKEW

30° SKEW

2'-6

2'-7

2'-10†

2'-8

5h1

3'-10ƒ

2'-

6ƒ

8h2

6e3

D=4•

5'-3

45° SKEW 3'-6•

1'-5

26'-11

27'-9

30'-4

0° SKEW

15° SKEW

30° SKEW

SKEW

ANGLE

(TYP.)

8e1

36'-1 45° SKEW

1'-5

21'-11

22'-8

25'-4

0° SKEW

15° SKEW

30° SKEW

SKEW

ANGLE

(TYP.)

8e2

31'-045° SKEW

2'-

3

- (2'-3)

TOTAL LENGTH

D=

1'-

3

1'-6 2'-0ƒ

2'-

0ƒ

1'-6

2'-11

6e4

D=4•

#9 D= 9

#8 D= 6

#7 D= 5‚

#6 D= 4•

FOR :


5n3

D=6D=6

D=3ƒ

LOCATION



O° 15° 30° 45°

BARRIER RAILWITH

BARRIER RAILWITH

OPEN RAILWITH

OPEN RAILWITH


SKEWWEIGHT

SKEW


0° 15° 30° 45° 0° 15° 30° 45°

C.Y.

LBS.

LIN. FT.

ITEM

C.Y.

LBS.


BARRIER RAIL

WITH

OPEN RAIL

WITH


NO. NO. NO.BAR



BARRIER RAILWITH

OPEN RAILWITH


PIER CAP

MONOLITHIC

WITH

PIER CAP

NON-MONOLITHIC

WITH



LBS.

LBS.





WEIGHT = LBS.

LENGTH

2'-1

SHAPE










NOTES:

ALL SKEWS





44 245








1'-

4‚

5Š


90'-0 BRIDGE

1'-

4‚

1'-

4‚

1'-

4†

‰ ‚

„

‚

…

4 SPA. @ 6'-10• = 27'-6 2 SPA. @ 8'-9

= 17'-6

FINAL GRADE LINE

| PIER





POSITION OF SLAB

IMMEDIATELY AFTER


TOP OF SLAB


ABOUT

| BRIDGE

| ABUT. BRG.

FORM CAMBER DIAGRAM

63.87 63.92

J44-06-14


SLAB BRIDGES

CONTINUOUS CONCRETE

LA

TE

ST

RE

VISI

ON

DA

TE

AP

PR

OV

ED

BY

BRI

DG

E

EN

GI

NE

ER

JULY, 2014

Highway Division

2'-1

LI

NE

D

LI

NE

E

LINE D

LINE E

2'-1

1'-

0

86 SPACES @ 0'-6 = 43'-0


1'-4

ROUGHENED

JOINT UNDER

POST


4•

LEVEL

INDENTATION

@ 2'-0 CENTERS

1'-7

4•



GUTTER LINE

1'-

0


3'-0

PARABOLIC

2.0% SLOPE

CROWN ORDINATES

3'-0

PARABOLIC

2.0% SLOPE

CROWN ORDINATES





… …

3 EQ. SPA.

LINE A

LINE B

LINE C






22'-3


22'-0


44'-0

6 ƒ" DOUBLE DRIP


GROOVE (`TYP.`)

10•

1'-4

1'-0

OPEN RAIL

SEALER

CONCRETE

LIMITS OF

TOP OF SLAB


CONCRETE SEALER

`RAIL OPTION ONLY.

`GROOVES FOR OPEN

*`NOTE: DOUBLE DRIP

*`5












SPECIFICATIONS.













1"x8x0'-8



27'-6 35'-0

LINE A

LINE A

LINE B

LINE C

LINE B

LINE C

LINE D

LINE D

LINE E

LINE E

BOTTOM

OF SLAB

TOP

OF SLAB

BOTTOM

OF SLAB

UNDER

RAIL

TOP

OF SLAB

UNDER

RAIL

19'-9 27'-93'-3

25'-3

25'-3 28'-0 25'-3

25'-33'-3

27'-9 19'-9

5'-0

5'-0

15'-92'-8 MIN.

LAP TYP.

8a1

8a4

8a3

6b1 9b2

9b5

9b3

8a2

8a5

8a2

6b6

8a3

8a4

8a1

9b3

9b5

6b1

8a6

8a8

6b11

8a7

6b10

6b8

8a6

8a8

6b11

6b8

4'-6

3'-6 MIN.

LAP TYP.

27'-6

7'-0

5'-0 8'-3

7'-6 7'-6

8'-3 5'-0

7'-0

3'-6

15'-9

7'-6

3'-6

9b9

8a9

9b9

5'-6

6b4

10'-6

7'-6 15'-3

5'-6

6b4

10'-611'-9 11'-9

9b2

22'-6 21'-0 22'-6

12'-0 12'-0

4'-2 MIN.

LAP TYP.

4'-6

15'-3

3'-6 MIN.

LAP TYP.

2'-6

2'-6

10b12 10b12

33


10† 2'-0 3'-9•

1ƒ 7

3'-1010ƒ


90'-0 BRIDGE

90'

90'

1'-

9‚

202.0 202.2 202.9 204.5 202.0 202.2 202.9 204.5

247.8

247.7

248.9

248.8

252.7

252.5

260.9

260.7

241.4

241.3

242.3

242.2

245.4

245.2

252.0

251.8



WING, VERTICAL






PIER CAP ENDS

PIER CAP HOOPS









SLAB TRANSVERSE TOP

SLAB TRANSVERSE TOP



























24

24

40

172

4

4

8

8

4

80

100

100

18

18

-

-

-

-

87

87

-

-

-

-

87

87

8

8

4

8

8

29

58

58

58

58

58

4

8

4

8

29

58

58

58

58

169

167

185

1525

251

301

469

586

154

605

889

751

1122

1362

-

-

-

-

2110

2337

-

-

-

-

3039

3322

457

343

109

531

313

734

5423

1133

6902

4487

697

225

486

367

689

2169

3949

4414

4685

3098

24

24

40

166

4

4

8

8

4

80

100

100

18

18

12

12

12

14

78

76

12

12

12

14

78

76

8

8

4

8

8

29

58

58

58

58

58

4

8

4

8

29

58

58

58

58

6'-9

6'-8

4'-5

8'-6

26'-3

32'-8

24'-6

31'-8

14'-5

7'-3

5'-11

5'-5

26'-9

31'-9

VARIES

VARIES

VARIES

VARIES

23'-3

25'-9

VARIES

VARIES

VARIES

VARIES

23'-3

25'-5

13'-3

28'-6

18'-0

19'-6

26'-0

16'-10

27'-6

13'-0

35'-0

22'-9

8'-0

21'-0

22'-9

34'-4

32'-3

28'-0

25'-6

28'-6

30'-3

20'-0

169

167

185

1472

281

349

524

677

154

605

889

814

1286

1526

158

144

177

210

1892

2042

227

208

255

303

2724

2902

457

343

109

531

313

734

5423

1133

6902

4487

697

225

486

367

689

2169

3949

4414

4685

3098

24

24

40

164

4

4

8

8

4

120

100

100

18

18

19

20

22

22

69

66

19

20

22

22

69

66

8

8

4

8

8

29

58

58

58

58

58

4

8

4

8

29

58

58

58

58

6'-9

6'-8

4'-5

8'-6

31'-6

38'-11

29'-8

37'-10

14'-5

7'-3

5'-11

6'-1

32'-5

37'-6

VARIES

VARIES

VARIES

VARIES

23'-3

25'-9

VARIES

VARIES

VARIES

VARIES

23'-3

25'-5

13'-3

28'-6

18'-0

19'-6

26'-0

16'-10

27'-6

13'-0

35'-0

22'-9

8'-0

21'-0

22'-9

34'-4

32'-3

28'-0

25'-6

28'-6

30'-3

20'-0

169

167

185

1454

337

416

634

809

154

908

889

914

1558

1803

261

254

318

337

1674

1773

376

366

458

485

2410

2520

457

343

109

531

313

734

5423

1133

6902

4487

697

225

486

367

689

2169

3949

4414

4685

3098

6'-9

6'-8

4'-5

8'-6

23'-5

28'-2

21'-11

27'-5

14'-5

7'-3

5'-11

5'-0

23'-4

28'-4

-

-

-

-

23'-3

25'-9

-

-

-

-

23'-3

25'-5

13'-3

28'-6

18'-0

19'-6

26'-0

16'-10

27'-6

13'-0

35'-0

22'-9

8'-0

21'-0

22'-9

34'-4

32'-3

28'-0

25'-6

28'-6

30'-3

20'-0

6b4, 6b8, AND 6b116b1, 9b3,

5n3

5n1

5m1

5j1

8h6

8h5

8h4

8h3

8h2

5h1

6e4

6e3

8e2

8e1

5d6

5d5

5d4

5d3

5d2

5d1

6c6

6c5

6c4

6c3

6c2

6c1

10b12

6b11

6b10

9b9

6b8

6b6

9b5

6b4

9b3

9b2

6b1

8a9

8a8

8a7

8a6

8a5

8a4

8a3

8a2

8a1

24

24

40

172

4

4

8

8

4

80

100

100

18

18

-

-

-

-

87

87

-

-

-

-

87

87

8

8

4

8

8

29

58

58

58

58

58

4

8

4

8

29

58

58

58

58

6'-9

6'-8

4'-5

8'-6

23'-11

29'-6

22'-4

28'-8

14'-5

7'-3

5'-11

5'-1

24'-1

29'-2

-

-

-

-

24'-1

26'-8

-

-

-

-

24'-1

26'-4

13'-3

28'-6

18'-0

19'-6

26'-0

16'-10

27'-6

13'-0

35'-0

22'-9

8'-0

21'-0

22'-9

34'-4

32'-3

28'-0

25'-6

28'-6

30'-3

20'-0

169

167

185

1525

256

316

478

613

154

605

889

764

1158

1402

-

-

-

-

2186

2420

-

-

-

-

3148

3442

457

343

109

531

313

734

5423

1133

6902

4487

697

225

486

367

689

2169

3949

4414

4685

3098

60,555 61,088 61,551 62,840

J44-07-14

3882 388238823882

4121 4121 41214121

64,437

64,437

64,676

64,676

62,071

62,071

62,310

62,310

64,970

64,970

65,209

65,209

65,548

65,548

62,787

62,787

65,433

65,433

65,672

65,672

62,843

62,843

63,082

63,082

66,722

66,722

66,961

66,961

63,464

63,464

63,703

63,703

2068

2209

2068

2209

2068

2209

2068

2209

RE

VIS

ED 03-2016 -

RE

VISI

ON

FO

R

AD

DITI

ON

OF

PA

VI

NG

NO

TC

H

BA

R 8u1.

RE

VIS

ED 09-14 -

CH

AN

GE

D

RE

FE

RE

NC

E

TO

TH

E

BA

RRIE

R

RAIL

&

OP

EN

RAIL

TO

TH

E J44-14 S

TA

ND

AR

DS I

NS

TE

AD

OF J44-06

ST

AN

DA

RD

S.

2313

2454 2454 2454 2454 2454 2454 2454 2454

2313 2313 2313 2313 2313 2313 2313

04-2016

RE

VIS

ED 04-2016 -

RE

VISI

ON

TO I

NC

LU

DE

PA

VI

NG

NO

TC

H

BA

R 8u1

WEI

GH

T I

N

ES

TI

MA

TE

D

QU

AN

TITIE

S

TA

BL

E.


SLAB BRIDGES

CONTINUOUS CONCRETE

LA

TE

ST

RE

VISI

ON

DA

TE

AP

PR

OV

ED

BY

BRI

DG

E

EN

GI

NE

ER

JULY, 2014

Highway Division

BENT BAR DETAILS

D=2•

6 6

0° SKEW

15° SKEW

30° SKEW

2'-6

2'-7

2'-10†

2'-8

5h1

3'-10ƒ

2'-

6ƒ

8h2

6e3

D=4•

5'-3

45° SKEW 3'-6•

1'-5

26'-11

27'-9

30'-4

0° SKEW

15° SKEW

30° SKEW

SKEW

ANGLE

(TYP.)

8e1

36'-1 45° SKEW

1'-5

21'-11

22'-8

25'-4

0° SKEW

15° SKEW

30° SKEW

SKEW

ANGLE

(TYP.)

8e2

31'-045° SKEW

2'-

3

- (2'-3)

TOTAL LENGTH

D=

1'-

3

1'-6 2'-0ƒ

2'-

0ƒ

1'-6

2'-11

6e4

D=4•

#9 D= 9

#8 D= 6

#7 D= 5‚

#6 D= 4•

FOR :


5n3

D=6D=6

D=3ƒ

LOCATION



O° 15° 30° 45°

BARRIER RAILWITH

BARRIER RAILWITH

OPEN RAILWITH

OPEN RAILWITH


SKEWWEIGHT

SKEW


0° 15° 30° 45° 0° 15° 30° 45°

C.Y.

LBS.

LIN. FT.

ITEM

C.Y.

LBS.


BARRIER RAIL

WITH

OPEN RAIL

WITH


NO. NO. NO.BAR



BARRIER RAILWITH

OPEN RAILWITH


PIER CAP

MONOLITHIC

WITH

PIER CAP

NON-MONOLITHIC

WITH



LBS.

LBS.





WEIGHT = LBS.

LENGTH

2'-1

SHAPE










NOTES:

ALL SKEWS





44 245








1'-

5•

5Š


100'-0 BRIDGE

1'-

5•

1'-

5•

1'-

5‡

‚ Š

„

Š

•

2 SPA. @ 9'-9

= 19'-6

4 SPA. @ 7'-7• = 30'-6

FINAL GRADE LINE

| PIER





POSITION OF SLAB

IMMEDIATELY AFTER


TOP OF SLAB


ABOUT

| BRIDGE

| ABUT. BRG.

FORM CAMBER DIAGRAM

68.78 68.83

J44-08-14


SLAB BRIDGES

CONTINUOUS CONCRETE

LA

TE

ST

RE

VISI

ON

DA

TE

AP

PR

OV

ED

BY

BRI

DG

E

EN

GI

NE

ER

JULY, 2014

Highway Division



30'-6 39'-0

LINE A

LINE A

LINE B

LINE C

LINE B

LINE C

LINE D

LINE D

LINE E

LINE E

BOTTOM

OF SLAB

TOP

OF SLAB

BOTTOM

OF SLAB

UNDER

RAIL

TOP

OF SLAB

UNDER

RAIL

22'-0 30'-9 3'-9 27'-9

28'-6 32'-0 28'-6

27'-9 3'-9 30'-9 22'-0

6'-3

17'-921'-3 6'-3

14'-0

4'-9 MIN.

LAP TYP.

2'-8 MIN.

LAP TYP.

8a1

9a4

8a3

6b1

10b2

9b6

7b410b3

8a2

9a5

8a2

6b7

8a3

9a4

8a1

10b37b4

9b6

10b2

6b1

8a6

8a8

6b11

8a7

6b106b8

8a6

8a8

6b11

6b8

30'-6

8'-3

9'-0 9'-0

8'-3

3'-6

21'-3

14'-0

9'-0

3'-6

9b9

8a9

9b9

4'-6

6b5

11'-38'-9

9'-0 17'-9

8'-9

4'-6

6b5

11'-3

4'-2 MIN.

LAP TYP.

5'-0 5'-0

24'-9 22'-6 24'-9

10'-0 10'-0

11'-0 12'-6 12'-6 11'-0

3'-6 MIN.

LAP TYP.

3'-6 MIN.

LAP TYP.

2'-9

2'-9

10b12 10b12

33

2'-1

LI

NE

D

LI

NE

E

LINE D

LINE E

2'-1

1'-

0

86 SPACES @ 0'-6 = 43'-0


1'-4

ROUGHENED

JOINT UNDER

POST


4•

LEVEL

INDENTATION

@ 2'-0 CENTERS

1'-7

4•



GUTTER LINE

1'-

0


3'-0

PARABOLIC

2.0% SLOPE

CROWN ORDINATES

3'-0

PARABOLIC

2.0% SLOPE

CROWN ORDINATES





… …

3 EQ. SPA.

LINE A

LINE B

LINE C






22'-3


22'-0


44'-0

6 ƒ" DOUBLE DRIP


GROOVE (`TYP.`)

10•

1'-4

1'-0

OPEN RAIL

SEALER

CONCRETE

LIMITS OF

TOP OF SLAB


CONCRETE SEALER

`RAIL OPTION ONLY.

`GROOVES FOR OPEN

*`NOTE: DOUBLE DRIP

*`5












SPECIFICATIONS.













1"x8x0'-8


10† 2'-0 3'-9•

1ƒ 7

3'-1010ƒ


100'-0 BRIDGE

100'

1'-

10‚

289.2

289.0 290.1

290.2 293.9

293.8

302.0 282.8

282.6

283.6

283.5

286.6

286.4

293.1

292.9301.8

222.0 222.2 222.9 224.5 222.0 222.2 222.9 224.5



WING, VERTICAL






PIER CAP ENDS

PIER CAP HOOPS









SLAB TRANSVERSE TOP

SLAB TRANSVERSE TOP




























24

24

40

192

4

4

8

8

4

66

100

100

18

18

-

-

-

-

97

97

-

-

-

-

97

97

8

8

4

8

8

29

58

58

58

58

58

58

4

8

4

8

29

58

58

58

58

6'-9

6'-8

4'-5

8'-6

23'-5

28'-2

21'-11

27'-5

14'-5

7'-5

5'-11

5'-0

23'-4

28'-4

-

-

-

-

23'-3

25'-9

-

-

-

-

23'-3

25'-5

19'-0

27'-6

21'-0

23'-6

25'-6

26'-10

22'-9

13'-9

16'-6

27'-6

26'-9

7'-0

22'-6

25'-0

37'-4

35'-9

32'-0

28'-9

31'-6

33'-6

22'-3

169

167

185

1703

251

301

469

586

154

511

889

751

1122

1362

-

-

-

-

2353

2606

-

-

-

-

3388

3704

655

331

127

640

307

1169

4487

1198

1957

6864

6677

610

241

534

399

764

3156

5670

4879

5188

3446

24

24

40

186

4

4

8

8

4

88

100

100

18

18

12

12

12

14

88

86

12

12

12

14

88

86

8

8

4

8

8

29

58

58

58

58

58

58

4

8

4

8

29

58

58

58

58

6'-9

6'-8

4'-5

8'-6

26'-3

32'-8

24'-6

31'-8

14'-5

7'-5

5'-11

5'-5

26'-9

31'-9

VARIES

VARIES

VARIES

VARIES

23'-3

25'-9

VARIES

VARIES

VARIES

VARIES

23'-3

25'-5

19'-0

27'-6

21'-0

23'-6

25'-6

26'-10

22'-9

13'-9

16'-6

27'-6

26'-9

7'-0

22'-6

25'-0

37'-4

35'-9

32'-0

28'-9

31'-6

33'-6

22'-3

169

167

185

1649

281

349

524

677

154

681

889

814

1286

1526

158

144

177

210

2134

2310

227

208

255

303

3074

3284

655

331

127

640

307

1169

4487

1198

1957

6864

6677

610

241

534

399

764

3156

5670

4879

5188

3446

24

24

40

184

4

4

8

8

4

110

100

100

18

18

19

20

22

22

79

76

19

20

22

22

79

76

8

8

4

8

8

29

58

58

58

58

58

58

4

8

4

8

29

58

58

58

58

6'-9

6'-8

4'-5

8'-6

31'-6

38'-11

29'-8

37'-10

14'-5

7'-5

5'-11

6'-1

32'-5

37'-6

VARIES

VARIES

VARIES

VARIES

23'-3

25'-9

VARIES

VARIES

VARIES

VARIES

23'-3

25'-5

19'-0

27'-6

21'-0

23'-6

25'-6

26'-10

22'-9

13'-9

16'-6

27'-6

26'-9

7'-0

22'-6

25'-0

37'-4

35'-9

32'-0

28'-9

31'-6

33'-6

22'-3

169

167

185

1631

337

416

634

809

154

851

889

914

1558

1803

261

254

318

337

1916

2042

376

366

458

485

2759

2902

655

331

127

640

307

1169

4487

1198

1957

6864

6677

610

241

534

399

764

3156

5670

4879

5188

3446

6b5, 6b8, AND 6b116b1, 7b4,

5n3

5n1

5m1

5j1

8h6

8h5

8h4

8h3

8h2

5h1

6e4

6e3

8e2

8e1

5d6

5d5

5d4

5d3

5d2

5d1

6c6

6c5

6c4

6c3

6c2

6c1

10b12

6b11

6b10

9b9

6b8

6b7

9b6

6b5

7b4

10b3

10b2

6b1

8a9

8a8

8a7

8a6

9a5

9a4

8a3

8a2

8a1

24

24

40

192

4

4

8

8

4

66

100

100

18

18

-

-

-

-

97

97

-

-

-

-

97

97

8

8

4

8

8

29

58

58

58

58

58

58

4

8

4

8

29

58

58

58

58

6'-9

6'-8

4'-5

8'-6

23'-11

29'-6

22'-4

28'-8

14'-5

7'-5

5'-11

5'-1

24'-1

29'-2

-

-

-

-

24'-1

26'-8

-

-

-

-

24'-1

26'-4

19'-0

27'-6

21'-0

23'-6

25'-6

26'-10

22'-9

13'-9

16'-6

27'-6

26'-9

7'-0

22'-6

25'-0

37'-4

35'-9

32'-0

28'-9

31'-6

33'-6

22'-3

169

167

185

1703

256

316

478

613

154

511

889

764

1158

1402

-

-

-

-

2437

2698

-

-

-

-

3509

3837

655

331

127

640

307

1169

4487

1198

1957

6864

6677

610

241

534

399

764

3156

5670

4879

5188

3446

69,970 70,545 71,134 72,291

J44-09-14

100'

2348

2267 2267

2348

2267

2348

2267

2348

74,164

74,164

74,416

74,416

71,892

71,892

72,144

72,144

74,739

74,739

74,991

74,991

72,411

72,411

72,663

72,663

75,328

75,328

75,580

75,580

72,662

72,662

72,914

72,914

76,485

76,485

76,737

76,737

73,284

73,284

73,536

73,536

4194 419441944194

4446 444644464446

RE

VIS

ED 03-2016 -

RE

VISI

ON

FO

R

AD

DITI

ON

OF

PA

VI

NG

NO

TC

H

BA

R 8u1.

RE

VIS

ED 09-14 -

CH

AN

GE

D

RE

FE

RE

NC

E

TO

TH

E

BA

RRIE

R

RAIL

&

OP

EN

RAIL

TO

TH

E J44-14 S

TA

ND

AR

DS I

NS

TE

AD

OF J44-06

ST

AN

DA

RD

S.

2512

2593 2593 2593 2593 2593 2593 2593 2593

2512 2512 2512 2512 2512 2512 2512

04-2016

RE

VIS

ED 04-2016 -

RE

VISI

ON

TO I

NC

LU

DE

PA

VI

NG

NO

TC

H

BA

R 8u1

WEI

GH

T I

N

ES

TI

MA

TE

D

QU

AN

TITIE

S

TA

BL

E.


SLAB BRIDGES

CONTINUOUS CONCRETE

LA

TE

ST

RE

VISI

ON

DA

TE

AP

PR

OV

ED

BY

BRI

DG

E

EN

GI

NE

ER

JULY, 2014

Highway Division

BENT BAR DETAILS

D=2•

6 6

0° SKEW

15° SKEW

30° SKEW

2'-6

2'-7

2'-10†

2'-8

5h1

3'-10ƒ

2'-

6ƒ

8h2

6e3

D=4•

5'-3

45° SKEW 3'-6•

1'-5

26'-11

27'-9

30'-4

0° SKEW

15° SKEW

30° SKEW

SKEW

ANGLE

(TYP.)

8e1

36'-1 45° SKEW

1'-5

21'-11

22'-8

25'-4

0° SKEW

15° SKEW

30° SKEW

SKEW

ANGLE

(TYP.)

8e2

31'-045° SKEW

2'-

3

- (2'-3)

TOTAL LENGTH

D=

1'-

3

1'-6 2'-0ƒ

2'-

0ƒ

1'-6

2'-11

6e4

D=4•

#9 D= 9

#8 D= 6

#7 D= 5‚

#6 D= 4•

FOR :


5n3

D=6D=6

D=3ƒ

LOCATION



O° 15° 30° 45°

BARRIER RAILWITH

BARRIER RAILWITH

OPEN RAILWITH

OPEN RAILWITH


SKEWWEIGHT

SKEW


0° 15° 30° 45° 0° 15° 30° 45°

C.Y.

LBS.

LIN. FT.

ITEM

C.Y.

LBS.


BARRIER RAIL

WITH

OPEN RAIL

WITH


NO. NO. NO.BAR



BARRIER RAILWITH

OPEN RAILWITH


PIER CAP

MONOLITHIC

WITH

PIER CAP

NON-MONOLITHIC

WITH



LBS.

LBS.





WEIGHT = LBS.

LENGTH

2'-1

SHAPE










NOTES:

ALL SKEWS





44 245








1'-

6•

1'-

6•

5Š


110'-0 BRIDGE

1'-

6‡

… ‹

‰ ‚

•

3 SPA. @ 7'-2

= 21'-6

4 SPA. @ 8'-4• = 33'-6

FINAL GRADE LINE

| PIER





POSITION OF SLAB

IMMEDIATELY AFTER


TOP OF SLAB


ABOUT

| BRIDGE

| ABUT. BRG.

FORM CAMBER DIAGRAM

•

72.72 72.76

J44-10-14


SLAB BRIDGES

CONTINUOUS CONCRETE

LA

TE

ST

RE

VISI

ON

DA

TE

AP

PR

OV

ED

BY

BRI

DG

E

EN

GI

NE

ER

JULY, 2014

Highway Division

2'-1

LI

NE

D

LI

NE

E

LINE D

LINE E

2'-1

1'-

0

86 SPACES @ 0'-6 = 43'-0


1'-4

ROUGHENED

JOINT UNDER

POST


4•

LEVEL

INDENTATION

@ 2'-0 CENTERS

1'-7

4•



GUTTER LINE

1'-

0


3'-0

PARABOLIC

2.0% SLOPE

CROWN ORDINATES

3'-0

PARABOLIC

2.0% SLOPE

CROWN ORDINATES





… …

3 EQ. SPA.

LINE A

LINE B

LINE C






22'-3


22'-0


44'-0

6 ƒ" DOUBLE DRIP


GROOVE (`TYP.`)

10•

1'-4

1'-0

OPEN RAIL

SEALER

CONCRETE

LIMITS OF

TOP OF SLAB


CONCRETE SEALER

`RAIL OPTION ONLY.

`GROOVES FOR OPEN

*`NOTE: DOUBLE DRIP

*`5












SPECIFICATIONS.













1"x8x0'-8



33'-6 43'-0

LINE A

LINE A

LINE B

LINE C

LINE B

LINE C

LINE D

LINE D

LINE E

LINE E

BOTTOM

OF SLAB

TOP

OF SLAB

BOTTOM

OF SLAB

UNDER

RAIL

TOP

OF SLAB

UNDER

RAIL

24'-0 35'-03'-3 3'-9 30'-6

31'-6 41'-0 31'-6

30'-6 3'-9 35'-0 3'-3 24'-0

6'-3

19'-019'-4 6'-3

16'-0 10'-6

4'-9 MIN.

LAP TYP.

2'-8 MIN.

LAP TYP.

10'-6

8a1

9a4

8a3

8b1 10b2

10b5

7b410b3

9a2

8a5

9a2

6b6

8a3

9a4

8a1

10b37b4

10b5

10b2 8b1

9a6

8a8

6b11

9a7

6b106b8

9a6

8a8

6b11

6b8

3'-6 MIN.

LAP TYP.

33'-6

9'-6

9'-3 9'-3

9'-6

1'-0

19'-4

16'-0

19'-0

9'-4

1'-0

10'-6 9'-4

10'-6

8a9

5'-4 MIN.

LAP TYP.

5'-6 5'-6

23'-6 24'-0 23'-6

10'-3 10'-3

12'-9 14'-6 14'-6 12'-9

3'-6 MIN.

LAP TYP.

10b9 10b9

10b12 10b12

33


10† 2'-0 3'-9•

1ƒ 7

3'-1010ƒ


110'-0 BRIDGE

110'

110'

1'-

11•

330.2

330.0 331.1

331.3 335.0

334.7

342.9 323.8

323.6

324.7

324.5 327.4

334.0

333.8342.7

242.0 242.2 242.9 244.5 242.0 242.2 242.9 244.5

327.6



WING, VERTICAL






PIER CAP ENDS

PIER CAP HOOPS









SLAB TRANSVERSE TOP

SLAB TRANSVERSE TOP



























6'-9

6'-8

4'-5

8'-6

23'-5

28'-2

21'-11

27'-5

14'-5

7'-7

5'-11

5'-0

23'-4

28'-4

-

-

-

-

23'-3

25'-9

-

-

-

-

23'-3

25'-5

19'-6

30'-3

21'-0

27'-3

26'-9

27'-4

26'-6

21'-5

25'-7

28'-4

13'-0

24'-0

23'-9

42'-8

39'-3

41'-0

31'-9

34'-3

38'-3

24'-3

169

167

185

1880

251

301

469

586

154

570

889

751

1122

1362

-

-

-

-

2595

2874

-

-

-

-

3737

4085

672

364

127

939

322

1191

6614

2539

6385

7072

2014

257

508

581

1068

3175

6262

5304

7543

3756

24

24

40

206

4

4

8

8

4

96

100

100

18

18

12

12

12

14

98

96

12

12

12

14

98

96

8

8

4

8

8

29

58

58

58

58

58

4

8

4

8

29

58

58

58

58

6'-9

6'-8

4'-5

8'-6

26'-3

32'-8

24'-6

31'-8

14'-5

7'-7

5'-11

5'-5

26'-9

31'-9

VARIES

VARIES

VARIES

VARIES

23'-3

25'-9

VARIES

VARIES

VARIES

VARIES

23'-3

25'-5

19'-6

30'-3

21'-0

27'-3

26'-9

27'-4

26'-6

21'-5

25'-7

28'-4

13'-0

24'-0

23'-9

42'-8

39'-3

41'-0

31'-9

34'-3

38'-3

24'-3

169

167

185

1827

281

349

524

677

154

760

889

814

1286

1526

158

144

177

210

2377

2579

227

208

255

303

3423

3665

672

364

127

939

322

1191

6614

2539

6385

7072

2014

257

508

581

1068

3175

6262

5304

7543

3756

24

24

40

204

4

4

8

8

4

96

100

100

18

18

19

20

22

22

89

86

19

20

22

22

89

86

8

8

4

8

8

29

58

58

58

58

58

4

8

4

8

29

58

58

58

58

6'-9

6'-8

4'-5

8'-6

31'-6

38'-11

29'-8

37'-10

14'-5

7'-7

5'-11

6'-1

32'-5

37'-6

VARIES

VARIES

VARIES

VARIES

23'-3

25'-9

VARIES

VARIES

VARIES

VARIES

23'-3

25'-5

19'-6

30'-3

21'-0

27'-3

26'-9

27'-4

26'-6

21'-5

25'-7

28'-4

13'-0

24'-0

23'-9

42'-8

39'-3

41'-0

31'-9

34'-3

38'-3

24'-3

169

167

185

1809

337

416

634

809

154

760

889

914

1558

1803

261

254

318

337

2159

2310

376

366

458

485

3109

3284

672

364

127

939

322

1191

6614

2539

6385

7072

2014

257

508

581

1068

3175

6262

5304

7543

3756

24

24

40

212

4

4

8

8

4

72

100

100

18

18

-

-

-

-

107

107

-

-

-

-

107

107

8

8

4

8

8

29

58

58

58

58

58

4

8

4

8

29

58

58

58

58

6b8, AND 6b118b1, 7b4,

5n3

5n1

5m1

5j1

8h6

8h5

8h4

8h3

8h2

5h1

6e4

6e3

8e2

8e1

5d6

5d5

5d4

5d3

5d2

5d1

6c6

6c5

6c4

6c3

6c2

6c1

10b12

6b11

6b10

10b9

6b8

6b6

10b5

7b4

10b3

10b2

8b1

8a9

8a8

9a7

9a6

8a5

9a4

8a3

9a2

8a1

24

24

40

212

4

4

8

8

4

72

100

100

18

18

-

-

-

-

107

107

-

-

-

-

107

107

8

8

4

8

8

29

58

58

58

58

58

4

8

4

8

29

58

58

58

58

6'-9

6'-8

4'-5

8'-6

23'-11

29'-6

22'-4

28'-8

14'-5

7'-7

5'-11

5'-1

24'-1

29'-2

-

-

-

-

24'-1

26'-8

-

-

-

-

24'-1

26'-4

19'-6

30'-3

21'-0

27'-3

26'-9

27'-4

26'-6

21'-5

25'-7

28'-4

13'-0

24'-0

23'-9

42'-8

39'-3

41'-0

31'-9

34'-3

38'-3

24'-3

169

167

185

1880

256

316

478

613

154

570

889

764

1158

1402

-

-

-

-

2688

2977

-

-

-

-

3871

4233

672

364

127

939

322

1191

6614

2539

6385

7072

2014

257

508

581

1068

3175

6262

5304

7543

3756

78,840 79,463 80,027 81,014

J44-11-14

4504 4504 45044504

4770 4770 47704770

2458

2491

83,344

83,344

83,610

83,610

81,013

81,013

81,279

81,279

83,967

83,967

84,233

84,233

81,580

81,580

81,846

81,846

84,531

84,531

84,797

84,797

81,786

81,786

82,052

82,052

85,518

85,518

85,784

85,784

82,408

82,408

82,674

82,674

2458

2491

2458

2491

2458

2491

RE

VIS

ED 03-2016 -

RE

VISI

ON

FO

R

AD

DITI

ON

OF

PA

VI

NG

NO

TC

H

BA

R 8u1.

RE

VIS

ED 09-14 -

CH

AN

GE

D

RE

FE

RE

NC

E

TO

TH

E

BA

RRIE

R

RAIL

&

OP

EN

RAIL

TO

TH

E J44-14 S

TA

ND

AR

DS I

NS

TE

AD

OF J44-06

ST

AN

DA

RD

S.

2703

2736 2736 2736 2736 2736 2736 2736 2736

2703 2703 2703 2703 2703 2703 2703

04-2016

RE

VIS

ED 04-2016 -

RE

VISI

ON

TO I

NC

LU

DE

PA

VI

NG

NO

TC

H

BA

R 8u1

WEI

GH

T I

N

ES

TI

MA

TE

D

QU

AN

TITIE

S

TA

BL

E.


SLAB BRIDGES

CONTINUOUS CONCRETE

LA

TE

ST

RE

VISI

ON

DA

TE

AP

PR

OV

ED

BY

BRI

DG

E

EN

GI

NE

ER

JULY, 2014

Highway Division

BENT BAR DETAILS

D=2•

6 6

0° SKEW

15° SKEW

30° SKEW

2'-6

2'-7

2'-10†

2'-8

5h1

3'-10ƒ

2'-

6ƒ

8h2

6e3

D=4•

5'-3

45° SKEW 3'-6•

1'-5

26'-11

27'-9

30'-4

0° SKEW

15° SKEW

30° SKEW

SKEW

ANGLE

(TYP.)

8e1

36'-1 45° SKEW

1'-5

21'-11

22'-8

25'-4

0° SKEW

15° SKEW

30° SKEW

SKEW

ANGLE

(TYP.)

8e2

31'-045° SKEW

2'-

3

- (2'-3)

TOTAL LENGTH

D=

1'-

3

1'-6 2'-0ƒ

2'-

0ƒ

1'-6

2'-11

6e4

D=4•

#9 D= 9

#8 D= 6

#7 D= 5‚

#6 D= 4•

FOR :


5n3

D=6D=6

D=3ƒ

LOCATION



O° 15° 30° 45°

BARRIER RAILWITH

BARRIER RAILWITH

OPEN RAILWITH

OPEN RAILWITH


SKEWWEIGHT

SKEW


0° 15° 30° 45° 0° 15° 30° 45°

C.Y.

LBS.

LIN. FT.

ITEM

C.Y.

LBS.


BARRIER RAIL

WITH

OPEN RAIL

WITH


NO. NO. NO.BAR



BARRIER RAILWITH

OPEN RAILWITH


PIER CAP

MONOLITHIC

WITH

PIER CAP

NON-MONOLITHIC

WITH



LBS.

LBS.





WEIGHT = LBS.

LENGTH

2'-1

SHAPE










NOTES:

ALL SKEWS





44 245








1'-

8

1'-

8

1'-

8

5Š


120'-0 BRIDGE

1'-

8…

‹ •

‰

‡

3 SPA. @ 7'-10

= 23'-6

4 SPA. @ 9'-1• = 36'-6

FINAL GRADE LINE

| PIER





POSITION OF SLAB

IMMEDIATELY AFTER


TOP OF SLAB


ABOUT

| BRIDGE

| ABUT. BRG.

FORM CAMBER DIAGRAM

Š

†

78.61 78.66

J44-12-14


SLAB BRIDGES

CONTINUOUS CONCRETE

LA

TE

ST

RE

VISI

ON

DA

TE

AP

PR

OV

ED

BY

BRI

DG

E

EN

GI

NE

ER

JULY, 2014

Highway Division



36'-6 47'-0

LINE A

LINE A

LINE B

LINE C

LINE B

LINE C

LINE D

LINE D

LINE E

LINE E

BOTTOM

OF SLAB

TOP

OF SLAB

BOTTOM

OF SLAB

UNDER

RAIL

TOP

OF SLAB

UNDER

RAIL

26'-9 37'-93'-6 4'-9 34'-0

29'-0 36'-6 29'-0

34'-0 4'-9 37'-9 3'-6 26'-9

6'-6 6'-3

6'-620'-020'-6 6'-3

18'-3 12'-0

4'-9 MIN.

LAP TYP.

2'-8 MIN.

LAP TYP.

12'-0

9a1

8a4

9a3

7b1 10b2

11b5

7b410b3

9a2

9a5

9a2

6b6

9a3

8a4

9a1

10b37b4

11b5

10b2 7b1

9a6

8a9

6b11

9a79a8

6b106b8

9a79a6

8a9

6b11

6b8

6'-0 6'-0 6'-0 6'-0

3'-6 MIN.

LAP TYP.

36'-6

5'-3 5'-3

20'-6

18'-3

20'-0

9'-6

25'-3 10'-9 25'-6 10'-9 25'-3

11'-0 12'-0 12'-0 11'-0

13'-6 15'-6 15'-6 13'-6

5'-4 MIN.

LAP TYP.

9'-6

8a10

3'-6 MIN.

LAP TYP.

10b9 10b9

11b12 11b12

33

2'-1

LI

NE

D

LI

NE

E

LINE D

LINE E

2'-1

1'-

0

86 SPACES @ 0'-6 = 43'-0


1'-4

ROUGHENED

JOINT UNDER

POST


4•

LEVEL

INDENTATION

@ 2'-0 CENTERS

1'-7

4•



GUTTER LINE

1'-

0


3'-0

PARABOLIC

2.0% SLOPE

CROWN ORDINATES

3'-0

PARABOLIC

2.0% SLOPE

CROWN ORDINATES





… …

3 EQ. SPA.

LINE A

LINE B

LINE C






22'-3


22'-0


44'-0

6 ƒ" DOUBLE DRIP


GROOVE (`TYP.`)

10•

1'-4

1'-0

OPEN RAIL

SEALER

CONCRETE

LIMITS OF

TOP OF SLAB


CONCRETE SEALER

`RAIL OPTION ONLY.

`GROOVES FOR OPEN

*`NOTE: DOUBLE DRIP

*`5












SPECIFICATIONS.













1"x8x0'-8


10† 2'-0 3'-9•

1ƒ 7

3'-1010ƒ


120'-0 BRIDGE

120'

120'

2'-

1

86,880 87,546 87,875 89,074

382.7

382.5 383.5

383.8 387.3

387.1

395.1 376.3

376.1

377.2

376.9 379.8

386.2

386.0394.9

262.0 262.2 262.9 264.5 262.0 262.2 262.9 264.5

380.0



WING, VERTICAL






PIER CAP ENDS

PIER CAP HOOPS









SLAB TRANSVERSE TOP

SLAB TRANSVERSE TOP




























24

24

40

232

4

4

8

8

4

78

100

100

18

18

-

-

-

-

117

117

-

-

-

-

117

117

8

8

4

8

8

29

58

58

58

58

58

4

8

4

8

8

29

58

58

58

58

169

167

185

2057

251

301

469

586

154

638

889

751

1122

1362

-

-

-

-

2838

3143

-

-

-

-

4086

4467

978

379

139

999

349

1235

9322

2757

6677

7363

1067

273

545

622

327

982

3599

4530

7642

8135

5325

24

24

40

226

4

4

8

8

4

78

100

100

18

18

12

12

12

14

108

106

12

12

12

14

108

106

8

8

4

8

8

29

58

58

58

58

58

4

8

4

8

8

29

58

58

58

58

6'-9

6'-8

4'-5

8'-6

26'-3

32'-8

24'-6

31'-8

14'-5

7'-10

5'-11

5'-5

26'-9

31'-9

VARIES

VARIES

VARIES

VARIES

23'-3

25'-9

VARIES

VARIES

VARIES

VARIES

23'-3

25'-5

23'-0

31'-6

23'-0

29'-0

29'-0

28'-4

30'-3

23'-3

26'-9

29'-6

9'-0

25'-6

25'-6

45'-8

12'-0

36'-1

36'-6

29'-3

38'-9

41'-3

27'-0

169

167

185

2004

281

349

524

677

154

638

889

814

1286

1526

158

144

177

210

2619

2847

227

208

255

303

3772

4047

978

379

139

999

349

1235

9322

2757

6677

7363

1067

273

545

622

327

982

3599

4530

7642

8135

5325

24

24

40

224

4

4

8

8

4

104

100

100

18

18

19

20

22

22

99

96

19

20

22

22

99

96

8

8

4

8

8

29

58

58

58

58

58

4

8

4

8

8

29

58

58

58

58

6'-9

6'-8

4'-5

8'-6

31'-6

38'-11

29'-8

37'-10

14'-5

7'-10

5'-11

6'-1

32'-5

37'-6

VARIES

VARIES

VARIES

VARIES

23'-3

25'-9

VARIES

VARIES

VARIES

VARIES

23'-3

25'-5

23'-0

31'-6

23'-0

29'-0

29'-0

28'-4

30'-3

23'-3

26'-9

29'-6

9'-0

25'-6

25'-6

45'-8

12'-0

36'-1

36'-6

29'-3

38'-9

41'-3

27'-0

169

167

185

1986

337

416

634

809

154

850

889

914

1558

1803

261

254

318

337

2401

2579

376

366

458

485

3458

3665

978

379

139

999

349

1235

9322

2757

6677

7363

1067

273

545

622

327

982

3599

4530

7642

8135

5325

6'-9

6'-8

4'-5

8'-6

23'-5

28'-2

21'-11

27'-5

14'-5

7'-10

5'-11

5'-0

23'-4

28'-4

-

-

-

-

23'-3

25'-9

-

-

-

-

23'-3

25'-5

23'-0

31'-6

23'-0

29'-0

29'-0

28'-4

30'-3

23'-3

26'-9

29'-6

9'-0

25'-6

25'-6

45'-8

12'-0

36'-1

36'-6

29'-3

38'-9

41'-3

27'-0

6b8, AND 6b117b1, 7b4,

5n3

5n1

5m1

5j1

8h6

8h5

8h4

8h3

8h2

5h1

6e4

6e3

8e2

8e1

5d6

5d5

5d4

5d3

5d2

5d1

6c6

6c5

6c4

6c3

6c2

6c1

11b12

6b11

6b10

10b9

6b8

6b6

11b5

7b4

10b3

10b2

7b1

8a10

8a9

9a8

9a7

9a6

9a5

8a4

9a3

9a2

9a1

24

24

40

232

4

4

8

8

4

78

100

100

18

18

-

-

-

-

117

117

-

-

-

-

117

117

8

8

4

8

8

29

58

58

58

58

58

4

8

4

8

8

29

58

58

58

58

6'-9

6'-8

4'-5

8'-6

23'-11

29'-6

22'-4

28'-8

14'-5

7'-10

5'-11

5'-1

24'-1

29'-2

-

-

-

-

24'-1

26'-8

-

-

-

-

24'-1

26'-4

23'-0

31'-6

23'-0

29'-0

29'-0

28'-4

30'-3

23'-3

26'-9

29'-6

9'-0

25'-6

25'-6

45'-8

12'-0

36'-1

36'-6

29'-3

38'-9

41'-3

27'-0

169

167

185

2057

256

316

478

613

154

638

889

764

1158

1402

-

-

-

-

2939

3255

-

-

-

-

4233

4628

978

379

139

999

349

1235

9322

2757

6677

7363

1067

273

545

622

327

982

3599

4530

7642

8135

5325

J44-13-14

2676

2757

2676

2757

2676

2757

2676

2757

48604860 4860 4860

53045304 5304 5304

91,740

91,740

92,184

92,184

89,341

89,341

89,785

89,785

92,406

92,406

92,850

92,850

89,951

89,951

90,395

90,395

92,735

92,735

93,179

93,179

90,112

90,112

90,556

90,556

93,934

93,934

94,378

94,378

90,734

90,734

91,178

91,178

RE

VIS

ED 03-2016 -

RE

VISI

ON

FO

R

AD

DITI

ON

OF

PA

VI

NG

NO

TC

H

BA

R 8u1.

RE

VIS

ED 09-14 -

CH

AN

GE

D

RE

FE

RE

NC

E

TO

TH

E

BA

RRIE

R

RAIL

&

OP

EN

RAIL

TO

TH

E J44-14 S

TA

ND

AR

DS I

NS

TE

AD

OF J44-06

ST

AN

DA

RD

S.

2921

3002 3002 3002 3002 3002 3002 3002 3002

2921 2921 2921 2921 2921 2921 2921

04-2016

RE

VIS

ED 04-2016 -

RE

VISI

ON

TO I

NC

LU

DE

PA

VI

NG

NO

TC

H

BA

R 8u1

WEI

GH

T I

N

ES

TI

MA

TE

D

QU

AN

TITIE

S

TA

BL

E.


SLAB BRIDGES

CONTINUOUS CONCRETE

LA

TE

ST

RE

VISI

ON

DA

TE

AP

PR

OV

ED

BY

BRI

DG

E

EN

GI

NE

ER

JULY, 2014

Highway Division

BENT BAR DETAILS

D=2•

6 6

0° SKEW

15° SKEW

30° SKEW

2'-6

2'-7

2'-10†

2'-8

5h1

3'-10ƒ

2'-

6ƒ

8h2

6e3

D=4•

5'-3

45° SKEW 3'-6•

1'-5

26'-11

27'-9

30'-4

0° SKEW

15° SKEW

30° SKEW

SKEW

ANGLE

(TYP.)

8e1

36'-1 45° SKEW

1'-5

21'-11

22'-8

25'-4

0° SKEW

15° SKEW

30° SKEW

SKEW

ANGLE

(TYP.)

8e2

31'-045° SKEW

2'-

3

- (2'-3)

TOTAL LENGTH

D=

1'-

3

1'-6 2'-0ƒ

2'-

0ƒ

1'-6

2'-11

6e4

D=4•

#9 D= 9

#8 D= 6

#7 D= 5‚

#6 D= 4•

FOR :


5n3

D=6D=6

D=3ƒ

LOCATION



O° 15° 30° 45°

BARRIER RAILWITH

BARRIER RAILWITH

OPEN RAILWITH

OPEN RAILWITH


SKEWWEIGHT

SKEW


0° 15° 30° 45° 0° 15° 30° 45°

C.Y.

LBS.

LIN. FT.

ITEM

C.Y.

LBS.


BARRIER RAIL

WITH

OPEN RAIL

WITH


NO. NO. NO.BAR



BARRIER RAILWITH

OPEN RAILWITH


PIER CAP

MONOLITHIC

WITH

PIER CAP

NON-MONOLITHIC

WITH



LBS.

LBS.





WEIGHT = LBS.

LENGTH

2'-1

SHAPE










NOTES:

ALL SKEWS





44 245








1'-

9‚

1'-

9‚

1'-

9‚

5Š


130'-0 BRIDGE

1'-

9†

Œ

‚

‡

•

4 SPA. @ 9'-10• = 39'-6 3 SPA. @ 8'-6

= 25'-6

FINAL GRADE LINE

| PIER





POSITION OF SLAB

IMMEDIATELY AFTER


TOP OF SLAB


ABOUT

| BRIDGE

| ABUT. BRG.

FORM CAMBER DIAGRAM

Š

†

83.52 83.57

J44-14-14


SLAB BRIDGES

CONTINUOUS CONCRETE

LA

TE

ST

RE

VISI

ON

DA

TE

AP

PR

OV

ED

BY

BRI

DG

E

EN

GI

NE

ER

JULY, 2014

Highway Division

2'-1

LI

NE

D

LI

NE

E

LINE D

LINE E

2'-1

1'-

0

86 SPACES @ 0'-6 = 43'-0


1'-4

ROUGHENED

JOINT UNDER

POST


4•

LEVEL

INDENTATION

@ 2'-0 CENTERS

1'-7

4•



GUTTER LINE

1'-

0


3'-0

PARABOLIC

2.0% SLOPE

CROWN ORDINATES

3'-0

PARABOLIC

2.0% SLOPE

CROWN ORDINATES





… …

3 EQ. SPA.

LINE A

LINE B

LINE C






22'-3


22'-0


44'-0

6 ƒ" DOUBLE DRIP


GROOVE (`TYP.`)

10•

1'-4

1'-0

OPEN RAIL

SEALER

CONCRETE

LIMITS OF

TOP OF SLAB


CONCRETE SEALER

`RAIL OPTION ONLY.

`GROOVES FOR OPEN

*`NOTE: DOUBLE DRIP

*`5












SPECIFICATIONS.













1"x8x0'-8



39'-6 51'-0

LINE A

LINE A

LINE B

LINE C

LINE B

LINE C

LINE D

LINE D

LINE E

LINE E

BOTTOM

OF SLAB

TOP

OF SLAB

BOTTOM

OF SLAB

UNDER

RAIL

TOP

OF SLAB

UNDER

RAIL

28'-6 40'-64'-0 4'-9 36'-6

32'-6 41'-0 32'-6

36'-6 4'-9 40'-6 4'-0 28'-6

5'-3 7'-6

5'-317'-623'-0 7'-6

14'-6 11'-0

4'-9 MIN.

LAP TYP.

2'-8 MIN.

LAP TYP.

11'-0

9a1

9a4

9a3

6b1

11b2

10b5

7b411b3

9a2

10a5

9a2

6b6

9a3

9a4

9a1

11b37b4

10b5

11b2

6b1

9a6

8a9

7b11

9a79a8

6b106b8

9a79a6

8a9

7b11

6b8

6'-6 6'-6 6'-6 6'-6

3'-6 MIN.

LAP TYP.

39'-6

5'-0 5'-0

23'-0

14'-6

11'-3 17'-6

11'-3

5'-4 MIN.

LAP TYP.

31'-0 31'-011'-0 11'-029'-0

11'-3 12'-6 12'-6

15'-315'-3 17'-6 17'-6

11'-3

9a10

4'-9 MIN.

LAP TYP.

11b9 11b9

11b12 11b12

33


10† 2'-0 3'-9•

1ƒ 7

3'-1010ƒ


130'-0 BRIDGE

130'

130'

2'-

2‚

435.0

434.7 435.8

436.0 439.5

439.3

447.1 428.6

428.3

429.4

429.1 431.9

438.2

438.0446.9

282.0 282.2 282.9 284.5 282.0 282.2 282.9 284.5

432.2



WING, VERTICAL






PIER CAP ENDS

PIER CAP HOOPS









SLAB TRANSVERSE TOP

SLAB TRANSVERSE TOP




























24

24

40

252

4

4

8

8

4

60

100

100

18

18

-

-

-

-

127

127

-

-

-

-

127

127

8

8

4

8

8

29

58

58

58

58

58

4

8

4

8

8

29

58

58

58

58

6'-9

6'-8

4'-5

8'-6

23'-5

28'-2

21'-11

27'-5

14'-5

8'-1

5'-11

5'-0

23'-4

28'-4

-

-

-

-

23'-3

25'-9

-

-

-

-

23'-3

25'-5

23'-9

35'-6

23'-0

32'-9

30'-3

34'-4

25'-6

23'-9

30'-6

28'-9

7'-9

29'-0

31'-3

48'-8

13'-0

38'-7

41'-0

32'-9

41'-3

44'-6

28'-9

169

167

185

2235

251

301

469

586

154

506

889

751

1122

1362

-

-

-

-

3080

3411

-

-

-

-

4436

4849

1010

581

139

1393

364

1496

6365

2816

9399

8860

676

395

668

662

354

1050

5117

6459

8135

8776

5670

24

24

40

246

4

4

8

8

4

90

100

100

18

18

12

12

12

14

118

116

12

12

12

14

118

116

8

8

4

8

8

29

58

58

58

58

58

4

8

4

8

8

29

58

58

58

58

6'-9

6'-8

4'-5

8'-6

26'-3

32'-8

24'-6

31'-8

14'-5

8'-1

5'-11

5'-5

26'-9

31'-9

VARIES

VARIES

VARIES

VARIES

23'-3

25'-9

VARIES

VARIES

VARIES

VARIES

23'-3

25'-5

23'-9

35'-6

23'-0

32'-9

30'-3

34'-4

25'-6

23'-9

30'-6

28'-9

7'-9

29'-0

31'-3

48'-8

13'-0

38'-7

41'-0

32'-9

41'-3

44'-6

28'-9

169

167

185

2181

281

349

524

677

154

759

889

814

1286

1526

158

144

177

210

2862

3116

227

208

255

303

4121

4429

1010

581

139

1393

364

1496

6365

2816

9399

8860

676

395

668

662

354

1050

5117

6459

8135

8776

5670

6'-9

6'-8

4'-5

8'-6

31'-6

38'-11

29'-8

37'-10

14'-5

8'-1

5'-11

6'-1

32'-5

37'-6

VARIES

VARIES

VARIES

VARIES

23'-3

25'-9

VARIES

VARIES

VARIES

VARIES

23'-3

25'-5

23'-9

35'-6

23'-0

32'-9

30'-3

34'-4

25'-6

23'-9

30'-6

28'-9

7'-9

29'-0

31'-3

48'-8

13'-0

38'-7

41'-0

32'-9

41'-3

44'-6

28'-9

6b8, AND 7b116b1, 7b4,

5n3

5n1

5m1

5j1

8h6

8h5

8h4

8h3

8h2

5h1

6e4

6e3

8e2

8e1

5d6

5d5

5d4

5d3

5d2

5d1

6c6

6c5

6c4

6c3

6c2

6c1

11b12

7b11

6b10

11b9

6b8

6b6

10b5

7b4

11b3

11b2

6b1

9a10

8a9

9a8

9a7

9a6

10a5

9a4

9a3

9a2

9a1

24

24

40

252

4

4

8

8

4

60

100

100

18

18

-

-

-

-

127

127

-

-

-

-

127

127

8

8

4

8

8

29

58

58

58

58

58

4

8

4

8

8

29

58

58

58

58

6'-9

6'-8

4'-5

8'-6

23'-11

29'-6

22'-4

28'-8

14'-5

8'-1

5'-11

5'-1

24'-1

29'-2

-

-

-

-

24'-1

26'-8

-

-

-

-

24'-1

26'-4

23'-9

35'-6

23'-0

32'-9

30'-3

34'-4

25'-6

23'-9

30'-6

28'-9

7'-9

29'-0

31'-3

48'-8

13'-0

38'-7

41'-0

32'-9

41'-3

44'-6

28'-9

24

24

40

244

4

4

8

8

4

90

100

100

18

18

19

20

22

22

109

106

19

20

22

22

109

106

8

8

4

8

8

29

58

58

58

58

58

4

8

4

8

8

29

58

58

58

58

169

167

185

2235

256

316

478

613

154

506

889

764

1158

1402

-

-

-

-

3191

3533

-

-

-

-

4594

5024

1010

581

139

1393

364

1496

6365

2816

9399

8860

676

395

668

662

354

1050

5117

6459

8135

8776

5670

169

167

185

2164

337

416

634

809

154

759

889

914

1558

1803

261

254

318

337

2644

2847

376

366

458

485

3807

4047

1010

581

139

1393

364

1496

6365

2816

9399

8860

676

395

668

662

354

1050

5117

6459

8135

8776

5670

95,308 96,019 96,556 97,543

J44-15-14

2882

2945

2882

2945

2882

2945

2882

2945

51725172 5172 5172

56285628 5628 5628

100,480

100,480

100,936

100,936

98,213

98,213

98,669

98,669

101,191

101,191

101,647

101,647

98,868

98,868

99,324

99,324

101,728

101,728

102,184

102,184

98,984

98,984

99,440

99,440

102,715

102,715

103,171

103,171

99,606

99,606

100,062

100,062

RE

VIS

ED 03-2016 -

RE

VISI

ON

FO

R

AD

DITI

ON

OF

PA

VI

NG

NO

TC

H

BA

R 8u1.

RE

VIS

ED 09-14 -

CH

AN

GE

D

RE

FE

RE

NC

E

TO

TH

E

BA

RRIE

R

RAIL

&

OP

EN

RAIL

TO

TH

E J44-14 S

TA

ND

AR

DS I

NS

TE

AD

OF J44-06

ST

AN

DA

RD

S.

3127

3190 3190 3190 3190 3190 3190 3190 3190

3127 3127 3127 3127 3127 3127 3127

RE

VIS

ED 04-2016 -

RE

VISI

ON

TO I

NC

LU

DE

PA

VI

NG

NO

TC

H

BA

R 8u1

WEI

GH

T I

N

ES

TI

MA

TE

D

QU

AN

TITIE

S

TA

BL

E.

04-2016


SLAB BRIDGES

CONTINUOUS CONCRETE

LA

TE

ST

RE

VISI

ON

DA

TE

AP

PR

OV

ED

BY

BRI

DG

E

EN

GI

NE

ER

JULY, 2014

Highway Division

BENT BAR DETAILS

D=2•

6 6

0° SKEW

15° SKEW

30° SKEW

2'-6

2'-7

2'-10†

2'-8

5h1

3'-10ƒ

2'-

6ƒ

8h2

6e3

D=4•

5'-3

45° SKEW 3'-6•

1'-5

26'-11

27'-9

30'-4

0° SKEW

15° SKEW

30° SKEW

SKEW

ANGLE

(TYP.)

8e1

36'-1 45° SKEW

1'-5

21'-11

22'-8

25'-4

0° SKEW

15° SKEW

30° SKEW

SKEW

ANGLE

(TYP.)

8e2

31'-045° SKEW

2'-

3

- (2'-3)

TOTAL LENGTH

D=

1'-

3

1'-6 2'-0ƒ

2'-

0ƒ

1'-6

2'-11

6e4

D=4•

#9 D= 9

#8 D= 6

#7 D= 5‚

#6 D= 4•

FOR :


5n3

D=6D=6

D=3ƒ

LOCATION



O° 15° 30° 45°

BARRIER RAILWITH

BARRIER RAILWITH

OPEN RAILWITH

OPEN RAILWITH


SKEWWEIGHT

SKEW


0° 15° 30° 45° 0° 15° 30° 45°

C.Y.

LBS.

LIN. FT.

ITEM

C.Y.

LBS.


BARRIER RAIL

WITH

OPEN RAIL

WITH


NO. NO. NO.BAR



BARRIER RAILWITH

OPEN RAILWITH


PIER CAP

MONOLITHIC

WITH

PIER CAP

NON-MONOLITHIC

WITH



LBS.

LBS.





WEIGHT = LBS.

LENGTH

2'-1

SHAPE










NOTES:

ALL SKEWS





44 245








1'-

10•

1'-

10•

1'-

10•

5Š


140'-0 BRIDGE

1'-

10‡

•

„

1‰

Š

3 SPA. @ 9'-2

= 27'-6

6 SPA. @ 7'-1 = 42'-6

FINAL GRADE LINE

| PIER





POSITION OF SLAB

IMMEDIATELY AFTER


TOP OF SLAB


ABOUT

| BRIDGE

| ABUT. BRG.

FORM CAMBER DIAGRAM

Ž

‹

•

Š

88.44 88.49

J44-16-14


SLAB BRIDGES

CONTINUOUS CONCRETE

LA

TE

ST

RE

VISI

ON

DA

TE

AP

PR

OV

ED

BY

BRI

DG

E

EN

GI

NE

ER

JULY, 2014

Highway Division



42'-6 55'-0

LINE A

LINE A

LINE B

LINE C

LINE B

LINE C

LINE D

LINE D

LINE E

LINE E

BOTTOM

OF SLAB

TOP

OF SLAB

BOTTOM

OF SLAB

UNDER

RAIL

TOP

OF SLAB

UNDER

RAIL

30'-3 44'-64'-0 4'-9 39'-0

35'-0 43'-0 35'-0

39'-0 4'-9 44'-6 4'-0 30'-3

5'-3 18'-6 7'-6

5'-318'-624'-3 7'-6

16'-0 13'-0

4'-9 MIN.

LAP TYP.

2'-8 MIN.

LAP TYP.

13'-0

9a1

10a4

9a3

6b1

11b2

11b5

7b411b3

10a2

9a5

10a2

6b6

9a3

10a4

9a1

11b37b4

11b5

11b2

6b1

9a6

9a9

7b11

9a79a8

6b106b8

9a7

10a10

9a6

9a9

7b11

6b8

3'-6 MIN.

LAP TYP.

42'-6

7'-6

6'-0 6'-0

7'-6

24'-3

16'-0

6'-6 6'-6 6'-6 6'-6

5'-4 MIN.

LAP TYP.

34'-0 34'-011'-0 33'-0 11'-0

11'-6 12'-9 12'-9 11'-6

15'-9 18'-3 18'-3 15'-9

4'-9 MIN.

LAP TYP.

11b9 11b9

11b12 11b12

33

2'-1

LI

NE

D

LI

NE

E

LINE D

LINE E

2'-1

1'-

0

86 SPACES @ 0'-6 = 43'-0


1'-4

ROUGHENED

JOINT UNDER

POST


4•

LEVEL

INDENTATION

@ 2'-0 CENTERS

1'-7

4•



GUTTER LINE

1'-

0


3'-0

PARABOLIC

2.0% SLOPE

CROWN ORDINATES

3'-0

PARABOLIC

2.0% SLOPE

CROWN ORDINATES





… …

3 EQ. SPA.

LINE A

LINE B

LINE C






22'-3


22'-0


44'-0

6 ƒ" DOUBLE DRIP


GROOVE (`TYP.`)

10•

1'-4

1'-0

OPEN RAIL

SEALER

CONCRETE

LIMITS OF

TOP OF SLAB


CONCRETE SEALER

`RAIL OPTION ONLY.

`GROOVES FOR OPEN

*`NOTE: DOUBLE DRIP

*`5












SPECIFICATIONS.













1"x8x0'-8


10† 2'-0 3'-9•

1ƒ 7

3'-1010ƒ


140'-0 BRIDGE

140'

140'

2'-

3•

490.8

490.6 491.6

491.9 495.3

495.0

502.8 484.5

484.2

485.3

485.0 487.7 493.6502.5

302.0 302.2 302.9 302.0 302.9 304.5

488.0

105,458 107,715

304.5 302.2



WING, VERTICAL






PIER CAP ENDS

PIER CAP HOOPS









SLAB TRANSVERSE TOP

SLAB TRANSVERSE TOP




























24

24

40

272

4

4

8

8

4

64

100

100

18

18

-

-

-

-

137

137

-

-

-

-

137

137

8

8

4

8

8

29

58

58

58

58

58

4

8

4

8

8

29

58

58

58

58

169

167

185

2412

251

301

469

586

154

551

889

751

1122

1362

-

-

-

-

3323

3680

-

-

-

-

4785

5231

1031

626

154

1446

394

1496

8937

3024

9784

8013

676

568

932

717

354

1132

4240

8798

8628

12,105

6015

24

24

40

266

4

4

8

8

4

96

100

100

18

18

12

12

12

14

128

126

12

12

12

14

128

126

8

8

4

8

8

29

58

58

58

58

58

4

8

4

8

8

29

58

58

58

58

6'-9

6'-8

4'-5

8'-6

26'-3

32'-8

24'-6

31'-8

14'-5

8'-3

5'-11

5'-5

26'-9

31'-9

VARIES

VARIES

VARIES

VARIES

23'-3

25'-9

VARIES

VARIES

VARIES

VARIES

23'-3

25'-5

24'-3

38'-3

25'-6

34'-0

32'-9

34'-4

29'-0

25'-6

31'-9

26'-0

7'-9

33'-0

34'-3

52'-8

13'-0

41'-7

43'-0

35'-3

43'-9

48'-6

30'-6

169

167

185

2359

281

349

524

677

154

827

889

814

1286

1526

158

144

177

210

3104

3385

227

208

255

303

4470

4811

1031

626

154

1446

394

1496

8937

3024

9784

8013

676

568

932

717

354

1132

4240

8798

8628

12,105

6015

24

24

40

264

4

4

8

8

4

96

100

100

18

18

19

20

22

22

119

116

19

20

22

22

119

116

8

8

4

8

8

29

58

58

58

58

58

4

8

4

8

8

29

58

58

58

58

6'-9

6'-8

4'-5

8'-6

31'-6

38'-11

29'-8

37'-10

14'-5

8'-3

5'-11

6'-1

32'-5

37'-6

VARIES

VARIES

VARIES

VARIES

23'-3

25'-9

VARIES

VARIES

VARIES

VARIES

23'-3

25'-5

24'-3

38'-3

25'-6

34'-0

32'-9

34'-4

29'-0

25'-6

31'-9

26'-0

7'-9

33'-0

34'-3

52'-8

13'-0

41'-7

43'-0

35'-3

43'-9

48'-6

30'-6

169

167

185

2341

337

416

634

809

154

827

889

914

1558

1803

261

254

318

337

2886

3116

376

366

458

485

4156

4429

1031

626

154

1446

394

1496

8937

3024

9784

8013

676

568

932

717

354

1132

4240

8798

8628

12,105

6015

6'-9

6'-8

4'-5

8'-6

23'-5

28'-2

21'-11

27'-5

14'-5

8'-3

5'-11

5'-0

23'-4

28'-4

-

-

-

-

23'-3

25'-9

-

-

-

-

23'-3

25'-5

24'-3

38'-3

25'-6

34'-0

32'-9

34'-4

29'-0

25'-6

31'-9

26'-0

7'-9

33'-0

34'-3

52'-8

13'-0

41'-7

43'-0

35'-3

43'-9

48'-6

30'-6

6b8, AND 7b116b1, 7b4,

5n3

5n1

5m1

5j1

8h6

8h5

8h4

8h3

8h2

5h1

6e4

6e3

8e2

8e1

5d6

5d5

5d4

5d3

5d2

5d1

6c6

6c5

6c4

6c3

6c2

6c1

11b12

7b11

6b10

11b9

6b8

6b6

11b5

7b4

11b3

11b2

6b1

10a10

9a9

9a8

9a7

9a6

9a5

10a4

9a3

10a2

9a1

169

167

185

2412

256

316

478

613

154

551

889

764

1158

1402

-

-

-

-

3442

3811

-

-

-

-

4956

5419

1031

626

154

1446

394

1496

8937

3024

9784

8013

676

568

932

717

354

1132

4240

8798

8628

12,105

6015

6'-9

6'-8

4'-5

8'-6

23'-11

29'-6

22'-4

28'-8

14'-5

8'-3

5'-11

5'-1

24'-1

29'-2

-

-

-

-

24'-1

26'-8

-

-

-

-

24'-1

26'-4

24'-3

38'-3

25'-6

34'-0

32'-9

34'-4

29'-0

25'-6

31'-9

26'-0

7'-9

33'-0

34'-3

52'-8

13'-0

41'-7

43'-0

35'-3

43'-9

48'-6

30'-6

24

24

40

272

4

4

8

8

4

64

100

100

18

18

-

-

-

-

137

137

-

-

-

-

137

137

8

8

4

8

8

29

58

58

58

58

58

4

8

4

8

8

29

58

58

58

58

106,212 106,729

493.9

J44-17-14

3119

3104

3119

3104

3119

3104

3119

3104

54835483 54835483

59535953 59535953

110,941

110,941

111,411

111,411

108,629

108,629

109,099

109,099

111,695

111,695

112,165

112,165

109,327

109,327

109,797

109,797

112,212

112,212

112,682

112,682

109,400

109,400

109,870

109,870

113,198

113,198

113,668

113,668

110,021

110,021

110,491

110,491

RE

VIS

ED 03-2016 -

RE

VISI

ON

FO

R

AD

DITI

ON

OF

PA

VI

NG

NO

TC

H

BA

R 8u1.

RE

VIS

ED 09-14 -

CH

AN

GE

D

RE

FE

RE

NC

E

TO

TH

E

BA

RRIE

R

RAIL

&

OP

EN

RAIL

TO

TH

E J44-14 S

TA

ND

AR

DS I

NS

TE

AD

OF J44-06

ST

AN

DA

RD

S.

3364

3349 3349 3349 3349 3349 3349 3349 3349

3364 3364 3364 3364 3364 3364 3364

RE

VIS

ED 04-2016 -

RE

VISI

ON

TO I

NC

LU

DE

PA

VI

NG

NO

TC

H

BA

R 8u1

WEI

GH

T I

N

ES

TI

MA

TE

D

QU

AN

TITIE

S

TA

BL

E.

04-2016


SLAB BRIDGES

CONTINUOUS CONCRETE

LA

TE

ST

RE

VISI

ON

DA

TE

AP

PR

OV

ED

BY

BRI

DG

E

EN

GI

NE

ER

JULY, 2014

Highway Division

BENT BAR DETAILS

D=2•

6 6

0° SKEW

15° SKEW

30° SKEW

2'-6

2'-7

2'-10†

2'-8

5h1

3'-10ƒ

2'-

6ƒ

8h2

6e3

D=4•

5'-3

45° SKEW 3'-6•

1'-5

26'-11

27'-9

30'-4

0° SKEW

15° SKEW

30° SKEW

SKEW

ANGLE

(TYP.)

8e1

36'-1 45° SKEW

1'-5

21'-11

22'-8

25'-4

0° SKEW

15° SKEW

30° SKEW

SKEW

ANGLE

(TYP.)

8e2

31'-045° SKEW

2'-

3

- (2'-3)

TOTAL LENGTH

D=

1'-

3

1'-6 2'-0ƒ

2'-

0ƒ

1'-6

2'-11

6e4

D=4•

#9 D= 9

#8 D= 6

#7 D= 5‚

#6 D= 4•

FOR :


5n3

D=6D=6

D=3ƒ

LOCATION



O° 15° 30° 45°

BARRIER RAILWITH

BARRIER RAILWITH

OPEN RAILWITH

OPEN RAILWITH


SKEWWEIGHT

SKEW


0° 15° 30° 45° 0° 15° 30° 45°

C.Y.

LBS.

LIN. FT.

ITEM

C.Y.

LBS.


BARRIER RAIL

WITH

OPEN RAIL

WITH


NO. NO. NO.BAR



BARRIER RAILWITH

OPEN RAILWITH


PIER CAP

MONOLITHIC

WITH

PIER CAP

NON-MONOLITHIC

WITH



LBS.

LBS.





WEIGHT = LBS.

LENGTH

2'-1

SHAPE










NOTES:

ALL SKEWS





44 245








2'-

0

2'-

0

2'-

0

5Š


150'-0 BRIDGE

2'-

0…

1•

3 SPA. @ 9'-10

= 29'-6

6 SPA. @ 7'-7 = 45'-6

FINAL GRADE LINE

| PIER





TOP OF SLAB


ABOUT

| BRIDGE

| ABUT. BRG.

FORM CAMBER DIAGRAM

1̂

Œ

POSITION OF SLAB

IMMEDIATELY AFTER


†

‰

…

†

…

94.33 94.38

J44-18-14


SLAB BRIDGES

CONTINUOUS CONCRETE

LA

TE

ST

RE

VISI

ON

DA

TE

AP

PR

OV

ED

BY

BRI

DG

E

EN

GI

NE

ER

JULY, 2014

Highway Division

2'-1

LI

NE

D

LI

NE

E

LINE D

LINE E

2'-1

1'-

0

86 SPACES @ 0'-6 = 43'-0


1'-4

ROUGHENED

JOINT UNDER

POST


4•

LEVEL

INDENTATION

@ 2'-0 CENTERS

1'-7

4•



GUTTER LINE

1'-

0


3'-0

PARABOLIC

2.0% SLOPE

CROWN ORDINATES

3'-0

PARABOLIC

2.0% SLOPE

CROWN ORDINATES





… …

3 EQ. SPA.

LINE A

LINE B

LINE C






22'-3


22'-0


44'-0

6 ƒ" DOUBLE DRIP


GROOVE (`TYP.`)

10•

1'-4

1'-0

OPEN RAIL

SEALER

CONCRETE

LIMITS OF

TOP OF SLAB


CONCRETE SEALER

`RAIL OPTION ONLY.

`GROOVES FOR OPEN

*`NOTE: DOUBLE DRIP

*`5












SPECIFICATIONS.













1"x8x0'-8



45'-6 59'-0 45'-6

LINE A

LINE A

LINE B

LINE C

LINE B

LINE C

LINE D

LINE D

LINE E

LINE E

BOTTOM

OF SLAB

TOP

OF SLAB

BOTTOM

OF SLAB

UNDER

RAIL

TOP

OF SLAB

UNDER

RAIL

32'-6 47'-64'-0 6'-0 42'-6

36'-0 45'-0 36'-0

42'-6 6'-0 47'-6 4'-0 32'-6

5'-3 12'-0 20'-9 21'-07'-6

5'-312'-020'-921'-0 7'-6

16'-6 13'-6

6'-2 MIN.

LAP TYP.

2'-8 MIN.

LAP TYP.

16'-613'-6

10a1

9a4

10a3

6b1

11b2

11b5

8b411b3

10a2

9a5

10a2

6b6

10a3

9a4

10a1

11b38b4

11b5

11b2

6b1

9a6

10a9

7b11

9a79a8

6b106b8

9a7

10a10

9a6

10a9

7b11

6b8

37'-3 35'-0 37'-38'-3 12'-0 8'-312'-0

12'-0 13'-6 12'-013'-6

16'-6 19'-0 19'-0 16'-6

3'-6 MIN.

LAP TYP.

7'-0 7'-0

6'-6 6'-6

5'-4 MIN.

LAP TYP.

6'-6 6'-6

4'-9 MIN.

LAP TYP.

11b9 11b9

11b12 11b12

33


10† 2'-0 3'-9•

1ƒ 7

3'-1010ƒ

150'

150'


150'-0 BRIDGE

2'-

5

116,220 117,216 118,505

555.7

555.4 556.4

556.7 560.1

559.8

567.4 549.3

549.0

550.1

549.8 552.5

558.5

558.2567.1

322.0 322.2 322.9 322.0 322.9 324.5

552.8

324.5 322.2



WING, VERTICAL






PIER CAP ENDS

PIER CAP HOOPS









SLAB TRANSVERSE TOP

SLAB TRANSVERSE TOP




























24

24

40

292

4

4

8

8

4

68

100

100

18

18

-

-

-

-

147

147

-

-

-

-

147

147

8

8

4

8

8

29

58

58

58

58

58

4

8

4

8

8

29

58

58

58

58

169

167

185

2589

251

301

469

586

154

603

889

751

1122

1362

-

-

-

-

3565

3949

-

-

-

-

5134

5612

1084

667

169

1509

421

1627

9245

5137

8783

10,093

676

603

1291

771

354

1213

4437

7149

12,105

12,854

8174

24

24

40

286

4

4

8

8

4

68

100

100

18

18

12

12

12

14

138

136

12

12

12

14

138

136

8

8

4

8

8

29

58

58

58

58

58

4

8

4

8

8

29

58

58

58

58

6'-9

6'-8

4'-5

8'-6

26'-3

32'-8

24'-6

31'-8

14'-5

8'-6

5'-11

5'-5

26'-9

31'-9

VARIES

VARIES

VARIES

VARIES

23'-3

25'-9

VARIES

VARIES

VARIES

VARIES

23'-3

25'-5

25'-6

40'-9

28'-0

35'-6

35'-0

37'-4

30'-0

33'-2

28'-6

32'-9

7'-9

35'-0

37'-6

56'-8

13'-0

44'-7

45'-0

36'-3

48'-6

51'-6

32'-9

169

167

185

2536

281

349

524

677

154

603

889

814

1286

1526

158

144

177

210

3347

3653

227

208

255

303

4820

5192

1084

667

169

1509

421

1627

9245

5137

8783

10,093

676

603

1291

771

354

1213

4437

7149

12,105

12,854

8174

24

24

40

284

4

4

8

8

4

102

100

100

18

18

19

20

22

22

129

126

19

20

22

22

129

126

8

8

4

8

8

29

58

58

58

58

58

4

8

4

8

8

29

58

58

58

58

6'-9

6'-8

4'-5

8'-6

31'-6

38'-11

29'-8

37'-10

14'-5

8'-6

5'-11

6'-1

32'-5

37'-6

VARIES

VARIES

VARIES

VARIES

23'-3

25'-9

VARIES

VARIES

VARIES

VARIES

23'-3

25'-5

25'-6

40'-9

28'-0

35'-6

35'-0

37'-4

30'-0

33'-2

28'-6

32'-9

7'-9

35'-0

37'-6

56'-8

13'-0

44'-7

45'-0

36'-3

48'-6

51'-6

32'-9

169

167

185

2518

337

416

634

809

154

905

889

914

1558

1803

261

254

318

337

3129

3385

376

366

458

485

4505

4811

1084

667

169

1509

421

1627

9245

5137

8783

10,093

676

603

1291

771

354

1213

4437

7149

12,105

12,854

8174

6'-9

6'-8

4'-5

8'-6

23'-5

28'-2

21'-11

27'-5

14'-5

8'-6

5'-11

5'-0

23'-4

28'-4

-

-

-

-

23'-3

25'-9

-

-

-

-

23'-3

25'-5

25'-6

40'-9

28'-0

35'-6

35'-0

37'-4

30'-0

33'-2

28'-6

32'-9

7'-9

35'-0

37'-6

56'-8

13'-0

44'-7

45'-0

36'-3

48'-6

51'-6

32'-9

6b8, AND 7b116b1, 8b4,

5n3

5n1

5m1

5j1

8h6

8h5

8h4

8h3

8h2

5h1

6e4

6e3

8e2

8e1

5d6

5d5

5d4

5d3

5d2

5d1

6c6

6c5

6c4

6c3

6c2

6c1

11b12

7b11

6b10

11b9

6b8

6b6

11b5

8b4

11b3

11b2

6b1

10a10

10a9

9a8

9a7

9a6

9a5

9a4

10a3

10a2

10a1

6'-9

6'-8

4'-5

8'-6

23'-11

29'-6

22'-4

28'-8

14'-5

8'-6

5'-11

5'-1

24'-1

29'-2

-

-

-

-

24'-1

26'-8

-

-

-

-

24'-1

26'-4

25'-6

40'-9

28'-0

35'-6

35'-0

37'-4

30'-0

33'-2

28'-6

32'-9

7'-9

35'-0

37'-6

56'-8

13'-0

44'-7

45'-0

36'-3

48'-6

51'-6

32'-9

24

24

40

292

4

4

8

8

4

68

100

100

18

18

-

-

-

-

147

147

-

-

-

-

147

147

8

8

4

8

8

29

58

58

58

58

58

4

8

4

8

8

29

58

58

58

58

169

167

185

2589

256

316

478

613

154

603

889

764

1158

1402

-

-

-

-

3693

4089

-

-

-

-

5318

5815

1084

667

169

1509

421

1627

9245

5137

8783

10,093

676

603

1291

771

354

1213

4437

7149

12,105

12,854

8174

117,020

J44-19-14

3366

3267

3366

3267

3366

3267

3366

3267

57955795 5795 5795

63386338 6338 6338

122,015

122,015

122,558

122,558

119,651

119,651

120,194

120,194

122,815

122,815

123,358

123,358

120,395

120,395

120,938

120,938

123,011

123,011

123,554

123,554

120,423

120,423

120,966

120,966

124,300

124,300

124,843

124,843

121,045

121,045

121,588

121,588

RE

VIS

ED 03-2016 -

RE

VISI

ON

FO

R

AD

DITI

ON

OF

PA

VI

NG

NO

TC

H

BA

R 8u1.

RE

VIS

ED 09-14 -

CH

AN

GE

D

RE

FE

RE

NC

E

TO

TH

E

BA

RRIE

R

RAIL

&

OP

EN

RAIL

TO

TH

E J44-14 S

TA

ND

AR

DS I

NS

TE

AD

OF J44-06

ST

AN

DA

RD

S.

3611

3512 3512 3512 3512 3512 3512 3512 3512

3611 3611 3611 3611 3611 3611 3611

RE

VIS

ED 04-2016 -

RE

VISI

ON

TO I

NC

LU

DE

PA

VI

NG

NO

TC

H

BA

R 8u1

WEI

GH

T I

N

ES

TI

MA

TE

D

QU

AN

TITIE

S

TA

BL

E.

04-2016


SLAB BRIDGES

CONTINUOUS CONCRETE

LA

TE

ST

RE

VISI

ON

DA

TE

AP

PR

OV

ED

BY

BRI

DG

E

EN

GI

NE

ER

JULY, 2014

Highway Division

BENT BAR DETAILS

D=2•

6 6

0° SKEW

15° SKEW

30° SKEW

2'-6

2'-7

2'-10†

2'-8

5h1

3'-10ƒ

2'-

6ƒ

8h2

6e3

D=4•

5'-3

45° SKEW 3'-6•

1'-5

26'-11

27'-9

30'-4

0° SKEW

15° SKEW

30° SKEW

SKEW

ANGLE

(TYP.)

8e1

36'-1 45° SKEW

1'-5

21'-11

22'-8

25'-4

0° SKEW

15° SKEW

30° SKEW

SKEW

ANGLE

(TYP.)

8e2

31'-045° SKEW

2'-

3

- (2'-3)

TOTAL LENGTH

D=

1'-

3

1'-6 2'-0ƒ

2'-

0ƒ

1'-6

2'-11

6e4

D=4•

#9 D= 9

#8 D= 6

#7 D= 5‚

#6 D= 4•

FOR :


5n3

D=6D=6

D=3ƒ

LOCATION



O° 15° 30° 45°

BARRIER RAILWITH

BARRIER RAILWITH

OPEN RAILWITH

OPEN RAILWITH


SKEWWEIGHT

SKEW


0° 15° 30° 45° 0° 15° 30° 45°

C.Y.

LBS.

LIN. FT.

ITEM

C.Y.

LBS.


BARRIER RAIL

WITH

OPEN RAIL

WITH


NO. NO. NO.BAR



BARRIER RAILWITH

OPEN RAILWITH


PIER CAP

MONOLITHIC

WITH

PIER CAP

NON-MONOLITHIC

WITH



LBS.

LBS.





WEIGHT = LBS.

LENGTH

2'-1

SHAPE










NOTES:

ALL SKEWS





44 245








1'-

6

1'-

11

MI

N.

2'-

3

MI

N.

1'-

7

4'-0

1'-61'-6

3

6

1‡

9•

2

4•2@7•

1'-0 2'-0 1'-0

3

1‡

9•

2

4•2@7•

1'-0 2'-0 1'-0

3

1‡

9•

2

4•2@7•

1'-0 2'-0 1'-0

3

2

2 2

1‡

9•

2

4•2@7•

1'-0 2'-0 1'-0

3

2

1'-6 1'-64'-0 4'-0

4'-0 4'-0

1'-6† 1'-6†

1'-8Ž 1'-8Ž 2'-1‹ 2'-1‹

7'-0 END SECTION7'-0 END SECTION

7'-0 END SECTION 7'-0 END SECTION

10

3

1'-1

1'-6

1'-1

1'-6

1'-6

1'-6

1'-1

1'-6

1'-6

1'-1

1'-61'-6

10

1'-61'-6

10


ALL BRIDGES

5s1

END TO END OF BARRIER RAIL

|-| PIERS

|-| ABUTMENT BEARINGS

| ABUT. BRG. - | PIER

STANDARD BARRIER RAIL SHEET.

RAIL REINFORCING SEE

FOR DETAILS OF RAIL AND

~6c

| ABUT. BRG. - | PIER

1'-

0

5h1

8h5

8h3

8h5

PIER CAP

MONOLITHIC

PART LONGITUDINAL SECTION NEAR GUTTER LINE

DETAIL "A"

5d BARS @ 1'-0 CTR.

1'-0 CTR.

6c BARS @

5j1 BARS @ 1'-0 CTR.

„" RADIUS

BAR CHAIR NOTE:

SUPERSTRUCTURE NOTES:

8r8r

ABUTMENTS.

TO BACKFILLING BEHIND

WITH EXPANDING FOAM PRIOR

NOTE: PLUG 3"½ PVC PIPE

PIPE (`TYP.`)

3"½ PVC

44

83

4'-

9

SP

A.

2

EQ.

SP

A.

2

EQ.

5m1

4'-

9S

PA.

2

EQ.

48

SP

A.

2

EQ.

34

5m1

PIPE (`TYP.`)

3"½ PVC

~6c

6t1

5s1

5n1 (`BACK FACE`)

5n3 (`TRAFFIC FACE`)2'-10

SECTION A-A

2ƒ CL.

~6d2

5n35n1

~4t1

~5c5-10

5m1

PIPE (`TYP.`)

3"½ PVC

CONCRETE

BE ROUGHENED

JOINT TO

CONSTRUCTION

(`TYP.`)

5n1 (`BACK FACE`)

5n3 (`TRAFFIC FACE`)

4 SPA. @ 10•

= 3'-6 - 5m1

8r

6e3

5n EMBED.

INCLUDED IN THE PRICE BID FOR STRUCTURAL CONCRETE.

COST OF FURNISHING AND PLACING 3"½ PVC PIPE IN EACH WING IS

BRIDGE CONTRACTOR AT NO EXTRA COST TO THE STATE.

OF PROTECTION APPROVED BY THE ENGINEER SHALL BE PROVIDED BY THE

OR BACKWALL FROM CONSTRUCTION EQUIPMENT, AN APPROPRIATE METHOD

IF NECESSARY TO PREVENT DAMAGE TO THE END OF THE BRIDGE DECK

AND END OF BRIDGE.

COMPRESSIBLE JOINT MATERIAL MUST BE USED BETWEEN PAVEMENT

NOTE THAT WHEN PORTLAND CEMENT APPROACH PAVEMENT IS PLACED,

BARRIER RAILS.

FALSEWORK SHALL BE REMOVED PRIOR TO CONSTRUCTION OF THE

AND FACILITIES TO ACCOMPLISH THE REQUIRED RESULT. SLAB

THAT THE CONTRACTOR POSSESSES THE NECESSARY EQUIPMENT

WITH A STATEMENT OF THE PROPOSED METHOD AND EVIDENCE

CONCRETE SHALL BE SUBMITTED FOR APPROVAL TOGETHER

CONSTRUCTION JOINTS. PROCEDURES FOR PLACING SLAB

THE CONCRETE SLAB IS TO BE PLACED WITH A MINIMUM OF

ALL REINFORCING SHALL BE GRADE 60.

IN PLACE. SEE "BAR CHAIR NOTE".

OR SHOWN. ALL REINFORCING STEEL IS TO BE SECURELY WIRED

REINFORCING BAR SHALL BE 2 INCHES UNLESS OTHERWISE NOTED

THE MINIMUM CLEAR DISTANCE FROM FACE OF CONCRETE TO NEAR

THE SLAB AS SHOWN INCLUDES A • INCH INTEGRAL WEARING SURFACE.

SURFACE.

OF 20 POUNDS PER SQUARE FOOT OF ROADWAY FOR FUTURE WEARING

THIS BRIDGE IS DESIGNED FOR HL-93 LOADING PLUS AN ALLOWANCE

1'-

3

5s1

6t1

8r

4…

8r

BA

RS

2

EQ.

SP

A.

2'-

0

TO

P

OF

PIL

E

8e

1'-

1

8r

3'-

0

6t2

AT |

2'-

0

TY

P.

TO ABUTMENT AT |

SECTION NORMAL

3'-0

3" CL.

3" C

L.

5d 6c

6e3

6e4

2•" C

L.

| ROADWAY

TOP SLAB AT1'-1

6

6 CL.

1•"

(`BRIDGE LENGTHS 120'-150'`)

(`BRIDGE LENGTHS 70'-110'`)

4…

BAR

b SLAB

BAR

a SLAB

=`2'-6

5 SPA. @ 6

= 2'-7•

6 SPA. @ 5‚

3 @ 6 2`@`7•

~6c3

~6c4 ~6c4

=`2'-6

5 SPA. @ 6

= 2'-7•

6 SPA. @ 5‚

3 @ 6 2`@`7•

~6c4 ~6c4

=`2'-6

5 SPA. @ 6

= 2'-7•

6 SPA. @ 5‚

3 @ 6 2`@`7•

~6c4 ~6c4

5n3

5n1

5n3

5n1

5n3

5n1

=`2'-6

5 SPA. @ 6

= 2'-7•

6 SPA. @ 5‚

3 @ 6 2`@`7•

~6c3

~6c4

5n1

~6c4

5n3

RAIL END SECTION

END OF BARRIER

F.F. ABUT.

RAIL END SECTION

END OF BARRIER

F.F. ABUT.

5m1 5m1

5m1

F.F. ABUT.

RAIL END SECTION

END OF BARRIER

5m1

F.F. ABUT.

RAIL END SECTION

END OF BARRIER

WING

END OF

WING

END OF

WING

END OF

WING

END OF

~6c3~6c3

5c5 - 5c10 5c5 - 5c10

5c5 - 5c105c5 - 5c10

CHAIRS, AND SLAB BOLSTERS.

I.M. 451.01 REQUIREMENTS SHALL APPLY FOR BAR CHAIRS, BAR HIGH

ROWS OF BAR HIGH CHAIRS OR SLAB BOLSTERS SPACED 4'-0 APART.

3'-0 CENTERS LONGITUDINALLY AND TRANSVERSELY, OR BY CONTINUOUS

BE SUPPORTED BY INDIVIDUAL BAR CHAIRS SPACED AT NOT MORE THAN

AND TRANSVERSELY. THE BOTTOM MAT OF REINFORCING STEEL IS TO

BAR CHAIRS SPACED AT NOT MORE THAN 3'-0 CENTERS LONGITUDINALLY

TOP MAT OF REINFORCING STEEL IS TO BE SUPPORTED BY INDIVIDUAL

J44-20-14

~6c4

BA

RS

BARS

~6c3 &`~6c4 ~6c4 BARS

BARS

~6c3 &`~6c4 ~6c4 BARS

BARS

~6c3 &`~6c4 ~6c4 BARS

BARS

~6c3 &`~6c4 ~6c4 BARS

RAIL BAR LIST.

& 4t1 BARS ARE INCLUDED IN BARRIER

IN SUPERSTRUCTURE BAR LIST. 5c, 6c, 6d

NOTE: 5m1 & 5n1 BARS ARE INCLUDED

IN THE SUPERSTRUCTURE QUANTITIES.

6c3, 6c4, 5c5-10, 6d2 & 4t1 ARE INCLUDED

RAIL END SECTION. REINFORCING BARS

THESE PLANS FOR DETAILS OF BARRIER

~ NOTE: SEE END SECTION DETAILS IN

~6c4

~5c5-10

SEE DETAIL "A"

8u1

TO HOLD SPIRAL

SPACERS PUNCHED

3 - L ‡`x`‡`x`„

3" PITCH, WITH

OF #2 BAR, 21" DIA.,

EACH PILE. 7 TURNS

SPIRAL AT TOP OF

8u1

A

A

8u1

6t1

ƒ" FILLET

1'-6 1'-6

8u1

PART PLAN 0° SKEW(`RAILING NOT SHOWN`)


8u1


8u1


8u1

RE

VIS

ED 03-2016 -

RE

VISI

ON

FO

R

AD

DITI

ON

OF

PA

VI

NG

NO

TC

H

BA

R 8u1.

RE

VIS

ED 09-2016 -

CO

RR

EC

TE

D

RE

FE

RE

NC

E

TO

OP

EN

RAIL S

HE

ET J44-48-14 (I

T

WA

S J44-48-06 I

N

ER

RO

R).

NOTE: REINFORCING LAYOUT IN PART PLANS 0°, 15°, 30° & 45° SKEWS ARE FOR BARRIER RAIL ONLY. SEE SHEET J44-48-14 FOR OPEN RAIL.

09-2016


SLAB BRIDGES

CONTINUOUS CONCRETE

LA

TE

ST

RE

VISI

ON

DA

TE

AP

PR

OV

ED

BY

BRI

DG

E

EN

GI

NE

ER

JULY, 2014

Highway Division

6e36t1

8r

8r

8e

1'-

13'-

0

3'-0

4…

4…

8r

BA

RS

1'-

3

6t2

6e4

6

6

2

EQ.

SP

A.

MI

N.

1'-

5

2'-

0

TO

P

OF

PIL

E

ABUTMENT AT GUTTERLINE

SECTION NORMAL TO

3" CL.

3" C

L.

6c 5d

1•" C

L.

2•" C

L.

5s

1'-1

BAR

a SLAB

b SLAB BAR

AT RAIL

TOP SLAB

8u1

SEE DETAIL "A"

TO HOLD SPIRAL

SPACERS PUNCHED

3 - L ‡`x`‡`x`„

3" PITCH, WITH


EACH PILE. 7 TURNS

SPIRAL AT TOP OF

1'-

3

5s1

6t1

8r

4…

8r

BA

RS

2

EQ.

SP

A.

2'-

0

TO

P

OF

PIL

E6

6

8e

1'-

1

8r

3'-

0

6t2

AT |

2'-

0

TY

P.

TO ABUTMENT AT |

SECTION NORMAL

3'-0

3" CL.

3" C

L.

5d 6c

6e3

6e4

1•" C

L.

2•" C

L.

| ROADWAY

TOP SLAB AT1'-1

BAR

a SLAB

b SLAB BAR

8u1

SEE DETAIL "A"

TO HOLD SPIRAL

SPACERS PUNCHED

3 - L ‡`x`‡`x`„

3" PITCH, WITH


EACH PILE. 7 TURNS

SPIRAL AT TOP OF


1'-1

NOTCH

PAVING

21'-

1…

1'-

3…

"A" SPA. @ 1'-0 = "B" ; "C" - 6c1 (BOTTOM SLAB) & "C" - 5d1 (`TOP SLAB`)

"D" "E" "F"

2'-0 2'-0

OUT TO OUT OF SLAB = |-| ABUTMENT BEARINGS + 3'-0

"C" - 6c2 (BOTTOM SLAB) & "C" - 5d2 (TOP SLAB)

70' BRIDGE

80' BRIDGE

90' BRIDGE

100' BRIDGE

110' BRIDGE

120' BRIDGE

130' BRIDGE

140' BRIDGE

150' BRIDGE

"B"BRIDGE "D" "E" "F""A" "C"

9796

8786

7776

6766

96'-0

86'-0

76'-0

66'-0

106

116

126

136

146

106'-0

116'-0

126'-0

136'-0

146'-0

107

117

127

137

147

28'-0

32'-0

36'-0

40'-0

44'-0

48'-0

52'-0

56'-0

60'-0

28'-0

32'-0

36'-0

40'-0

44'-0

48'-0

52'-0

56'-0

60'-0

LONGITUDINAL CONSTR.

JOINT

TRANSVERSE CONSTR.

JOINT

0° TRANSV. REINF. DIMENSION TABLE

NOMINAL BEVELED

2x6 KEYWAY

NOMINAL BEVELED

2x6 KEYWAY

HEADER DRILLED FOR

REINFORCING BARS

HEADER DRILLED FOR

REINFORCING BARS


ALL BRIDGES

0° SKEW

17'-0

19'-0

21'-0

23'-0

25'-0

27'-0

29'-0

31'-0

33'-0DETAIL A

5j1

(`21'-3`)

6c2 & 5d2

BOTH GUTTERS`)

5d1 BARS (`TYP

BETWEEN TOP SLAB

5j1 BARS CENTERED

47'-

2

OU

T

TO

OU

T

OF

SL

AB

1'-

7

GU

TT

ER

LI

NE

|

RO

AD

WA

Y

44'-

0

RO

AD

WA

Y

23'-

723'-

78e1

1'-

7

5j1

8e1

5j1

| ABUT. BRG. | PIER | ABUT. BRG.| PIER

2'-6 (`TYP`)

8e28e2

TRANSVERSE REINFORCING STEEL LAYOUT

0° SKEW

5d1 (25'-9)

6c1 (25'-5)

1'-6

DETAIL A

CONSTRUCTION JOINTS

PERMISSIBLE TRANSVERSE

J44-21-14


SLAB BRIDGES

CONTINUOUS CONCRETE

LA

TE

ST

RE

VISI

ON

DA

TE

AP

PR

OV

ED

BY

BRI

DG

E

EN

GI

NE

ER

JULY, 2014

Highway Division

1'-6ƒ

LE

NG

TH

OF

3•

6

1"

L 1‚ X 1‚ X „ X 0'-3

WELDED TO BOTH SIDES

OF DRAIN WITH 2-‚"½

HOLES IN EACH OUTSTANDING

LEG FOR NAILING TO FORMS

DR

AI

N

= 5"

MO

RE

TH

AN

SL

AB

THIC

KN

ES

SSPAN WEIGHT, LBS. SPAN WEIGHT, LBS.

70'-O

80'-0

90'-0

100'-0

110'-0

120'-0

130'-0

140'-0

150'-0

WEIGHT OF ONE FLOOR DRAIN

SECTION A-A

R=1'-

0

1" DEPRESSION

IN THE SLAB

CONCRETE AT

DRAIN

70'-0

100'-0

110'-0

120'-0

80'-0

| ROADWAY

| PIERS

(`USE FOR BARRIER RAIL ONLY, NOT REQUIRED FOR OPEN RAIL`)

NOTE: 4" X 8" OUTSIDE DIMENSION ROLLED TUBE

WITH ‚" WALL THICKNESS MAY BE SUBSTITUTED

FOR THE WELDED DRAIN SHOWN.PART PLAN

FLOOR DRAIN DETAILS

FLOOR DRAIN LOCATION

90'-0

130'-0

140'-0

150'-0

32

33

35

37

39

41

43

45

48

‚ STEEL

PLATE

(`WELDED`)

3'-

0

LIMITS OF CONCRETE SEALER

APPLIED TO BOTTOM OF SLAB.

3'-0

CONCRETE SEALER LIMITS

‚

8'-6 (`TYP.`)

8'-6 (`TYP.`)

8'-6 (`TYP.`)

7'-6 (`TYP.`)

7'-6 (`TYP.`)

6'-6 (`TYP.`)

6'-6 (`TYP.`)

5'-6 (`TYP.`)

5'-6 (`TYP.`)

A A

IN PRICE BID FOR "STRUCTURAL CONCRETE". 4 DRAINS REQUIRED.

NOTE: DRAINS ARE TO BE GALVANIZED. INCLUDE COST OF DRAINS


"A" SPA. @ 1'-0 = "B" ; "C" - 6c1 (BOTTOM SLAB) & "C" - 5d1 (`TOP SLAB`) 2'-0

"D" "E" "F"

OUT TO OUT OF SLAB = | - | ABUTMENT BEARINGS + 3'-1‚

15°

2'-0

"C" - 6c2 (BOTTOM SLAB) & "C" - 5d2 (`TOP SLAB`)

NOTCHPAVIN

G

1'-

1…

1'-

7

1'-

3Š

1•

1'-1

1'-0•

70' BRIDGE

80' BRIDGE

90' BRIDGE

100' BRIDGE

110' BRIDGE

120' BRIDGE

130' BRIDGE

140' BRIDGE

150' BRIDGE

"B"BRIDGE "D" "E" "F""A" "C"

9796

8786

7776

6766

96'-0

86'-0

76'-0

66'-0

106

116

126

136

146

106'-0

116'-0

126'-0

136'-0

146'-0

107

117

127

137

147

15° TRANSV. REINF. DIMENSION TABLE

28'-0†

32'-0†

36'-0†

40'-0†

44'-0†

48'-0†

52'-0†

56'-0†

60'-0†

17'-0

19'-0

21'-0

23'-0

25'-0

27'-0

29'-0

31'-0

33'-0

28'-0†

32'-0†

36'-0†

40'-0†

44'-0†

48'-0†

52'-0†

56'-0†

60'-0†


JOINT

TRANSVERSE CONSTR.

JOINT

NOMINAL BEVELED

2x6 KEYWAY

NOMINAL BEVELED

2x6 KEYWAY

HEADER DRILLED FOR

REINFORCING BARS

HEADER DRILLED FOR

REINFORCING BARS

15° SKEW


ALL BRIDGES

47'-

2

OU

T

TO

OU

T

OF

SL

AB

1'-

7

GU

TT

ER

LI

NE

|

RO

AD

WA

Y

44'-

0

RO

AD

WA

Y

23'-

723'-

7

1'-

7

8e1CONSTRUCTION JOINTS


1'-

7

(̀T

YP.̀)

8e2

| ABUT. BRG. | PIER | PIER | ABUT. BRG.

8e1


15° SKEW

8e2

4'-4„

1'-6†

5'-10ƒ5'-10ƒ

5j1

BOTH GUTTERS`)

5d1 BARS (`TYP

BETWEEN TOP SLAB

5j1 BARS CENTERED

(`24'-1`)

6c2 & 5d2

2'-6 (`TYP.`)

5j1

5d1 (26'-8)

6c1 (26'-4)

5j1

DETAIL A

DETAIL A

J44-22-14


SLAB BRIDGES

CONTINUOUS CONCRETE

LA

TE

ST

RE

VISI

ON

DA

TE

AP

PR

OV

ED

BY

BRI

DG

E

EN

GI

NE

ER

JULY, 2014

Highway Division

1'-6ƒ

LE

NG

TH

OF

3•

6

1"

L 1‚ X 1‚ X „ X 0'-3





DR

AI

N

= 5"

MO

RE

TH

AN

SL

AB

THIC

KN

ES


70'-O

80'-0

90'-0

100'-0

110'-0

120'-0

130'-0

140'-0

150'-0


SECTION A-A

R=1'-

0

1" DEPRESSION

IN THE SLAB

CONCRETE AT

DRAIN

70'-0

100'-0

110'-0

120'-0

80'-0

| ROADWAY

| PIERS





FLOOR DRAIN DETAILS


90'-0

130'-0

140'-0

150'-0

32

33

35

37

39

41

43

45

48

‚ STEEL

PLATE

(`WELDED`)

3'-

0



3'-0


‚

8'-6 (`TYP.`)

8'-6 (`TYP.`)

8'-6 (`TYP.`)

7'-6 (`TYP.`)

7'-6 (`TYP.`)

6'-6 (`TYP.`)

6'-6 (`TYP.`)

5'-6 (`TYP.`)

5'-6 (`TYP.`)

A A




2'-5‚1'-0

2'-8Ž1'-0

2'-8Ž

1'-0

"G" "H"

2'-5‚

1'-0

"I"

23'-

7

23'-

7

GU

TT

ER

LI

NE

1'-

71'-

744'-

0

RO

AD

WA

Y

6'-11‚4'-6…

12'-8‹ 12'-8‹

47'-

2

OU

T

TO

OU

T

OF

SL

AB

(`TYP.`) (`TYP.`)

1'-0•

NOTCHPAVI

NG

1'-

7

1'-1

21'-

1…

1'-

3…


ALL BRIDGES

70' BRIDGE

80' BRIDGE

90' BRIDGE

100' BRIDGE

110' BRIDGE

120' BRIDGE

130' BRIDGE

140' BRIDGE

150' BRIDGE

"B"BRIDGE "E"

58

"G" "H" "I""A" "C" "D" "F"

68

78

88

30° TRANSV. REINFORCING DIMENSION TABLE

85

7675

6665

5655

85'-0 87'-0

75'-0

65'-0

55'-0

77'-0

67'-0

57'-0

105

115

125

135

95'-0

105'-0

115'-0

125'-0

135'-0

106

116

126

136

97'-0

107'-0

117'-0

127'-0

137'-0

108

118

128

138

17'-0

19'-0

21'-0

23'-0

25'-0

27'-0

29'-0

31'-0

33'-0

27'-5•

31'-5•

35'-5•

39'-5•

43'-5•

47'-5•

51'-5•

55'-5•

59'-5•

95


JOINTTRANSVERSE CONSTR.

JOINT

NOMINAL BEVELED

2x6 KEYWAYNOMINAL BEVELED

2x6 KEYWAY

HEADER DRILLED FOR

REINFORCING BARS

HEADER DRILLED FOR

REINFORCING BARS

30° SKEW

29'-0

33'-0

37'-0

41'-0

45'-0

49'-0

53'-0

57'-0

61'-0

86

96

77

67

57

107

117

127

137

87

97 98

5j1

BOTH GUTTERS`)

5d1 BARS (`TYP.

BETWEEN TOP SLAB

5j1 BARS CENTERED

| ABUT. BRG. | ABUT. BRG.5j1

8e2

8e2

| PIER | PIER

(̀T

YP.̀)

1'-

7

CONSTRUCTION JOINTS


14-5d3 (`TOP SLAB`)

14-6c3 (`BOTT. SLAB`)

13 SPA. @ 1'-0 = 13'-0

(`23'-3`)

6c2 & 5d2


30° SKEW

8e BARS IN CONFLICT AREAS.

5d BARS ARE TO PASS UNDER

NOTE:

(`23'-3`)

6c2 & 5d2

(`22'-1`)

6c6 & 5d6

8e1

(`23'-8`)

& 5d4

6c4

8e1

"D" SPA. @ 1'-0 = "E" ; "F" - 6c2 (`BOTTOM SLAB`) & "F" - 5d2 (`TOP SLAB`)

"A" SPA. @ 1'-0 = "B" ; "C" - 6c1 (`BOTTOM SLAB`) & "C" - 5d1 (`TOP SLAB`)

(`4'-7`)

& 5d4

6c4

(`25'-8`)

& 5d3

6c3

(`2'-0`)

& 5d5

6c5

(`21'-0`)

& 5d5

6c5

5d1 (`25'-9`)

6c1 (`25'-5`)

5d1 (`25'-9`)

6c1 (`25'-5`)

12-5d5 (`TOP SLAB`)


11 SPA. @ 1'-0 = 11'-0

12-5d4 (`TOP SLAB`)


11 SPA. @ 1'-0 = 11'-0

12-5d6 (`TOP SLAB`)


11 SPA. @ 1'-0 = 11'-0

DETAIL A

DETAIL A

(`3'-1`)

& 5d3

6c3

(`3'-1`)

& 5d6

6c6

J44-23-14


SLAB BRIDGES

CONTINUOUS CONCRETE

LA

TE

ST

RE

VISI

ON

DA

TE

AP

PR

OV

ED

BY

BRI

DG

E

EN

GI

NE

ER

JULY, 2014

Highway Division

1'-6ƒ

LE

NG

TH

OF

3•

6

1"

L 1‚ X 1‚ X „ X 0'-3





DR

AI

N

= 5"

MO

RE

TH

AN

SL

AB

THIC

KN

ES


70'-O

80'-0

90'-0

100'-0

110'-0

120'-0

130'-0

140'-0

150'-0


SECTION A-A

R=1'-

0

1" DEPRESSION

IN THE SLAB

CONCRETE AT

DRAIN

70'-0

100'-0

110'-0

120'-0

80'-0

| ROADWAY

| PIERS





FLOOR DRAIN DETAILS


90'-0

130'-0

140'-0

150'-0

32

33

35

37

39

41

43

45

48

‚ STEEL

PLATE

(`WELDED`)

3'-

0



3'-0


‚

8'-6 (`TYP.`)

8'-6 (`TYP.`)

8'-6 (`TYP.`)

7'-6 (`TYP.`)

7'-6 (`TYP.`)

6'-6 (`TYP.`)

6'-6 (`TYP.`)

5'-6 (`TYP.`)

5'-6 (`TYP.`)

A A




1'-3„

NOTCH

PA

VIN

G

1'-

7

2…

1'-

1…

1'-

3ƒ

1'-1

4'-7•1'-0 1'-0

2'-7•

4'-7• 4'-7•

1'-01'-0

GU

TT

ER

LI

NE

"G" "H" "I"

1'-

7

23'-

7

44'-

0

RO

AD

WA

Y

23'-

7

1'-

7

4 S

PA.

@ 4'-

75'-

3

4 SPA. @ 4'-7

(`TYP.`)

22-5d4 (`TOP SLAB`)


22-5d3 (`TOP SLAB`)


8'-1•

(TYP)

C

RO

AD

WA

YL

22'-0 22'-0

5'-1•

(TYP)

OUT TO OUT OF SLAB = | - | ABUTMENT BEARING + 4'-3

"D" SPA. @ 1'-0 = "E" ; "F" - 6c2 (`BOTTOM SLAB`) & "F" - 5d2 (`TOP SLAB`)

"A" SPA. @ 1'-0 = "B" ; "C" - 6c1 (`BOTTOM SLAB`) & "C" - 5d1 (`TOP SLAB`)

47'-

2

OU

T

TO

OU

T

OF

SL

AB

@ 1'-0 = 21'-0

21 SPA. @ 1'-0 = 21'-0

21 SPA


ALL BRIDGES

70' BRIDGE

80' BRIDGE

90' BRIDGE

100' BRIDGE

110' BRIDGE

120' BRIDGE

130' BRIDGE

140' BRIDGE

150' BRIDGE

"B"BRIDGE "E"

49

"G" "H" "I""A" "C" "D" "F"

48

59

69

79

45° TRANSV. REINFORCING DIMENSION TABLE

7675 78

6665

5655 58

4645

68

75'-0 78'-0

65'-0

55'-0

45'-0

68'-0

58'-0

48'-0

105

115

125

85'-0

95'-0

105'-0

115'-0

125'-0

106

116

126

108

118

128

88'-0

98'-0

108'-0

118'-0

128'-0

109

119

129

85 86 8988

17'-0

19'-0

21'-0

23'-0

25'-0

27'-0

29'-0

31'-0

33'-0


JOINT

TRANSVERSE CONSTR.

JOINT

NOMINAL BEVELED

2x6 KEYWAYNOMINAL BEVELED

2x6 KEYWAY

HEADER DRILLED FOR

REINFORCING BARS

HEADER DRILLED FOR

REINFORCING BARS

45° SKEW

27'-3

31'-3

35'-3

39'-3

43'-3

47'-3

51'-3

55'-3

59'-3

30'-0

34'-0

38'-0

42'-0

46'-0

50'-0

54'-0

58'-0

62'-0

95 96 98

DETAIL A

99

| ABUT. BRG.

8e1

1'-

7

5j1

BOTH GUTTERS`)

5d1 BARS (`TYP.

BETWEEN TOP SLAB

5j1 BARS CENTERED

8e2

5j1

(̀T

YP.̀)

1'-

7

| PIER | PIER

(̀T

YP.̀)

CONSTRUCTION JOINTS


(`4'-2)

& 5d6

6c6

(`23'-3`)

6c2& 5d2

(`23'-3`)

6c2 & 5d2

(`24'-4`)

& 5d4

6c4

5j1

(̀T

YP)

(̀T

YP)

20-5d5 (`TOP SLAB`)


19 SPA. @ 1'-0 = 19'-0

(`21'-8`)

& 5d5

6c5

(`2'-8`)

& 5d5

6c5

(`25'-2)

& 5d3

6c3

(`4'-2`)

& 5d3

6c3

8e2

CONSTRUCTION JOINTS

ALTERNATE LOCATION OF TRANSVERSE

8e1

(22'-2)

& 5d6

6c6

19-5d6 (`TOP SLAB`)


18 SPA. @ 1'-0 = 18'-0

5d1 (`25'-9`)

6c1 (`25'-5`)

5d1 (`25'-9`)

6c1 (`25'-5`)

2'-3• (`TYP.`)

NOTE: 5d BARS ARE TO PASS UNDER 8e BARS IN CONFLICT AREAS.


45° SKEW

| ABUT. BRG.

DETAIL A

(3'-4)

& 5d4

6c4

J44-24-14


SLAB BRIDGES

CONTINUOUS CONCRETE

LA

TE

ST

RE

VISI

ON

DA

TE

AP

PR

OV

ED

BY

BRI

DG

E

EN

GI

NE

ER

JULY, 2014

Highway Division

1'-6ƒ

LE

NG

TH

OF

3•

6

1"

L 1‚ X 1‚ X „ X 0'-3





DR

AI

N

= 5"

MO

RE

TH

AN

SL

AB

THIC

KN

ES


70'-O

80'-0

90'-0

100'-0

110'-0

120'-0

130'-0

140'-0

150'-0


SECTION A-A

R=1'-

0

1" DEPRESSION

IN THE SLAB

CONCRETE AT

DRAIN

70'-0

100'-0

110'-0

120'-0

80'-0

| ROADWAY

| PIERS





FLOOR DRAIN DETAILS


90'-0

130'-0

140'-0

150'-0

32

33

35

37

39

41

43

45

48

‚ STEEL

PLATE

(`WELDED`)

3'-

0



3'-0


‚

8'-6 (`TYP.`)

8'-6 (`TYP.`)

8'-6 (`TYP.`)

7'-6 (`TYP.`)

7'-6 (`TYP.`)

6'-6 (`TYP.`)

6'-6 (`TYP.`)

5'-6 (`TYP.`)

5'-6 (`TYP.`)

A A




MONOLITHIC PIER CAP DETAILS

ALL BRIDGES

PIER NOTES:

3'-

0

1'-

6

1'-

6

3'-

0

1'-

6

3'-0

1'-6

1'-

6

2'-2

2'-2

2'-2

R=1'-6

| CAP

15°

| CAP

R=1'-6

30°

R=1'-6

45°

| ROADWAY

EDGE OF SLAB

45° SKEW

30° SKEW

15° SKEW

2'-4

2'-4

2'-4

2

2

2

48'-4Œ

END TO E

ND OF P

IER CAP

53'-7…

END TO

END OF

PIER

CAP

23'-7

5h1

8h2

5h1

8h2

5h1

8h2

49'-0‡ | TO

| EXTERI

OR PI

LES. S

EE TABLE

THIS

SHEET FOR

PILE

SPA.

3'-

0

1'-

61'-

6

2'-2

R=1'-6

0° SKEWHALF SECTION BELOW SLAB

2'-4

2 5h1

8h242'-6 TO | EXTERIOR PILES. SEE TABLE THIS SHEET FOR PILE SPA.

46'-10 END TO END OF PIER CAP

23'-7

| CAP

SYMMETRICAL ABOUT

| CAP - TYPICAL

8h3 & 8h4

60'-1‚ | T

O | EXTERIO

R PIL

ES. S

EE T

ABLE T

HIS SHEET FOR PIL

E SPA.

8h3 & 8h4

8h3 & 8h4

EDGE OF SLAB

| CAP & ROADWAY

8h3 & 8h4

44'-0 |

TO | EXTERIO

R PILES.

SEE TABLE T

HIS SHEET F

OR PILE S

PA.

64'-11‡ END T

O END OF PIE

R CAP

1'-6

& | PILES

| PIER CAP

TYPE 3 TRESTLE BENT PILES

PILE ORIENTATION DETAIL FOR

| PIER CAP

| PILES &

| PIER CAP

| PILES &

| PIER CAP

| PILES &

| PIER CAP

| PILES &

BRIDGE LENGTH 70'-0 90'-0 110'-080'-0 120'-0100'-0 130'-0 140'-0 150'-0

SPACES @ 0°

TYP. PILE

SPACES @ 15°

TYP. PILE

SPACES @ 30°

TYP. PILE

SPACES @ 45°

TYP. PILE

FOR PIER (KIPS)

DESIGN LOAD

PU, STRENGTH 1

PILES

TYP. NO. OF1

4

10 10 11 12 13 14 16 17 18

TYPICAL NUMBERS OF PILES AND SPACINGS AND FACTORED PIER LOADS

1

2

3

4

MAXIMUM P10L PILE SIZE AT THIS SPACING IS 14 INCHES.


NUMBER OF PILES AND PILE LENGTH.

STRENGTH 1 PIER DESIGN LOAD INCLUDES DYNAMIC LOAD ALLOWANCE (IM), AND PIER CAP WEIGHT IS BASED ON 45° SKEW. USE THIS PU FOR DETERMINING

848 KIPS 942 KIPS 1049 KIPS 1166 KIPS 1280 KIPS 1415 KIPS 1549 KIPS 1689 KIPS 1846 KIPS

OR MORE, AND PILES 16 INCHES IN SIZE MUST BE SPACED 3'-4 OR MORE.

AND ADJUSTED AS NEEDED. PILES 10 INCHES AND 12 INCHES IN SIZE MUST BE SPACED 2'-6 OR MORE, PILES 14 INCHES IN SIZE MUST BE SPACED 2'-11

NUMBER OF PILES IS DIFFERENT THAN IN THE TABLE FOR THE BRIDGE LENGTH, THE NUMBER OF 5h1 BARS AND OTHER QUANTITIES NEED TO BE CHECKED

THIS TYPICAL NUMBER OF PLES MAY NEED TO BE MODIFIED DEPENDING ON SELECTED P10L PILE TYPE AND SIZE, HEIGHT, AND RESISTANCE. IF THE

9 SPA. @

ABOUT 4'-9

9 SPA. @

ABOUT 4'-11

9 SPA. @

ABOUT 5'-5

9 SPA. @

ABOUT 6'-8

9 SPA. @

ABOUT 4'-9

9 SPA. @

ABOUT 4'-11

9 SPA. @

ABOUT 5'-5

9 SPA. @

ABOUT 6'-8

10 SPA. @

ABOUT 4'-5

10 SPA. @

4'-3

10 SPA. @

ABOUT 4'-11

10 SPA. @

ABOUT 6'-0

11 SPA. @

ABOUT 3'-10

11 SPA. @

4'-0

11 SPA. @

ABOUT 4'-6

11 SPA. @

ABOUT 5'-6

12 SPA.

@ ABOUT 3'-6

12 SPA. @

12 SPA. @

ABOUT 4'-1

12 SPA. @

ABOUT 5'-0

13 SPA. @

13 SPA. @

ABOUT 3'-5

13 SPA. @

ABOUT 3'-9

13 SPA. @

ABOUT 4'-7

15 SPA. @

15 SPA. @

15 SPA. @

ABOUT 3'-3

15 SPA. @

ABOUT 4'-0

17 SPA. @

ABOUT 3'-6

16 SPA. @

ABOUT 2'-8

16 SPA. @

2'-9

16 SPA. @

ABOUT 3'-1

16 SPA. @

ABOUT 3'-9

17 SPA. @

ABOUT 2'-11

17 SPA. @

2'-6

17 SPA. @

ABOUT 2'-7ABOUT 2'-113'-8

ABOUT 3'-3 2'-10

2

2 2

32 3 3

3 3

2

J44-25-14

FOR 20 PSF FUTURE WEARING SURFACE.

PIER PILING WAS DESIGNED FOR HL-93 LOADING WITH AN ALLOWANCE

ALL REINFORCING STEEL IS TO BE GRADE 60.

ADJUSTED TO ACCOUNT FOR THE CONCRETE DISPLACED BY THE PILING.

IF TYPE 1 OR TYPE 2 IS USED, THE CONCRETE QUANTITIES MAY BE

THE CONCRETE QUANTITIES ARE BASED ON THE USE OF TYPE 3 PILING.

FOR MONOLITHIC PIER CAPS.

CAP STEEL AS DETAILED ON P10L STANDARD PILE DRAWING IS REQUIRED

INFORMATION.

SCOURABLE LAYERS. REFER TO GENERAL PLAN NOTES FOR ADDITIONAL

SHEET. ADDITIONAL DRIVING CAPACITY MAY BE REQUIRED THROUGH

PILE BEARING REQUIRED FOR EACH BRIDGE LENGTH AS SHOWN ON THIS

PRACTICABLE, BUT IN NO CASE TO A BEARING VALUE LESS THAN THE

THE PIER PILES ARE TO BE DRIVEN TO FULL PENETRATION, IF

REINFORCING BAR IS TO BE 2" UNLESS OTHERWISE NOTED OR SHOWN.

THE MINIMUM CLEAR DISTANCE FROM THE FACE OF THE CONCRETE TO NEAR

SUPERSTRUCTURE ESTIMATE OF QUANTITIES.

ALL MONOLITHIC PIER CAP REINFORCING AND CONCRETE IS INCLUDED IN

CAP DIMENSIONS ARE TYPICAL FOR ALL BRIDGES.

NOTE: NUMBER OF PILES AND STIRRUPS SHOWN ARE FOR A 90'-0 BRIDGE.


SLAB BRIDGES

CONTINUOUS CONCRETE

LA

TE

ST

RE

VISI

ON

DA

TE

AP

PR

OV

ED

BY

BRI

DG

E

EN

GI

NE

ER

JULY, 2014

Highway Division


1'-

0

ƒ" FILLET

5h1

5d BARS

6c BARS

| PIER

1'-6 1'-6

NOTE:

PIER PILE IS TO

BE EMBEDDED 1'-0

INTO PIER CAP.

TYPICAL CAP SECTION

MONOLITHIC PIER CAP DETAILS

ALL BRIDGES

8h5 & 8h6

8h3 & 8h4

1

12

CAP STEEL

2'-2

1'-

0

1'-

0

SHOWING STIRRUP SPACING AND NUMBER OF PILING

NOTE: BOTTOM OF CAP ELEVATIONS WILL BE REQUIRED AT THE

TYP. HOOP

SPACING

1'-0

1'-0

| OF ROADWAY AND AT EACH EXTERIOR PILE.

2 11 EQUAL PILE SPACES

8h25h1

HALF SECTION NEAR PIER

1'-7

SYMMETRICAL ABOUT

| ROADWAY22'-0

23'-7

1

12

CAP STEEL2'-2

1'-

0

1'-

0

TYP. HOOP

SPACING

1'-0

1'-0


5h1

8h2

1

12

CAP STEEL

2'-2

1'-

0

1'-

0

TYP. HOOP

SPACING

1'-0 1'-0

2

8h2

5h1

1'-7

SYMMETRICAL ABOUT

| ROADWAY22'-0

23'-7

120'-0 BRIDGE

13 EQUAL PILE SPACES

1

12

2'-2

1'-

0

1'-

0

TYP. HOOP

SPACING

1'-0

1'-0


8h2

5h1

2-8h5 & 8h6

CAP STEEL

2-8h5 & 8h6

4-8h3

& 8h4

4-8h3

& 8h4

2-8h5 & 8h6

4-8h3

& 8h4

2-8h5 & 8h6

4-8h3 & 8h4

100'-0 BRIDGE

3 EQ. SPA. SKEW 0°, 15°

4 EQ. SPA. SKEW 30°


70'-0 & 80'-0 BRIDGES

3 EQ. SPA. SKEW 0°, 15°, 30°


90'-0 BRIDGE

2 EQ. SPA. SKEW 0°, 15°



2 SPA. SKEW 0°, 15°, 30°


1

12

2'-2

1'-

0

1'-

0

TYP. HOOP

SPACING

1'-0

1'-0


5h1

8h2

110'-0 BRIDGE

2-8h5 & 8h6

4-8h3 & 8h4

2 EQ. SPA. SKEW 0°, 15°

3 EQ. SPA. SKEW 30° & 45°

CAP STEEL

1

12

CAP STEEL

2'-2

1'-

0

1'-

0

TYP. HOOP

SPACING

1'-0

2

8h25h1


1'-0

2-8h5 & 8h6

4-8h3 & 8h4

140'-0 BRIDGE

1

12

CAP STEEL

2'-2

1'-

0

1'-

0

TYP. HOOP

SPACING

1'-0

2

8h25h1


1'-0

2-8h5 & 8h6

4-8h3 & 8h4

150'-0 BRIDGE

1 SPA. SKEW 0°, 15°, 30°


1 SPA. SKEW 0°, 15°

2 EQ. SPA. SKEW 30° & 45°

1

12

2'-2

1'-

0

1'-

0

TYP. HOOP

SPACING

1'-0

2

8h2


1'-0

2-8h5 & 8h6

130'-0 BRIDGE

5h1

CAP STEEL

4-8h3 & 8h4

2 EQ. SPA. SKEW 30°, 45°

1 SPA. SKEW 0°, 15°

SHEET P10L

SEE PILE DETAIL

J44-26-14


SLAB BRIDGES

CONTINUOUS CONCRETE

LA

TE

ST

RE

VISI

ON

DA

TE

AP

PR

OV

ED

BY

BRI

DG

E

EN

GI

NE

ER

JULY, 2014

Highway Division


NON-MONOLITHIC

PIER CAP DETAILS

ALL BRIDGES

PART PLAN

| PIER CAP

EDGE OF SLAB

HA

UN

CH

VA

RIE

S

TAR PAPER FULL

WIDTH AND LENGTH

OF CAP

1'-6 1'-6

3'-0

1'-

0

3'-

0

GR

AD

E

TO

BO

TT

OM

OF

| PIER CAP

1'-

6T

OP

OF

PIL

E

CA

P - S

EE

TA

BL

E

3Š

3Š

3Š

PART SECT A-A

B

B

TYP. SECTION

3Š 2'-5…

5d1

4 X … STRIP OF PREFORMED

JOINT MATERIAL

ƒ" FILLET

…" JOINT

MATERIAL

SHOWING TREATMENT OF 4 X … STRIP OF PREFORMED

JOINT MATERIAL AT ENDS OF PIER CAP. NOTE THAT

JOINT MATERIAL IS TO GO ALL THE WAY AROUND PIER

CAP FOR SQUARE AND SKEWED BRIDGES.

1

12

2'-2

1

12

2'-2

SYMMETRICAL ABOUT

| ROADWAY

TYP. HOOP

SPACING

1'-0

1'-0

TYP. HOOP

SPACING

1'-0

1'-0


9 EQUAL PILE SPACES

1

12

2'-2

TYP. HOOP

SPACING

1'-0

1'-0


23'-5

6e1

5d1

1

12

2'-2

TYP. HOOP

SPACING

1'-0

1'-0


TYP. HALF ELEVATION PIER CAP

1

12

2'-2

TYP. HOOP

SPACING

1'-0

1'-0

100'-0 BRIDGE

23'-5

120'-0 BRIDGE

(`LOOKING PARALLEL TO | ROADWAY`)

4-6c1

& 6c2

4-6c1

& 6c2

6e1

4-6c1

& 6c2

2-6c1

& 6c2

2-6c1

& 6c2

4-6c1

& 6c2 5d1

4-6c1

& 6c2

6e1

2-6c1

& 6c2 5d1


6e1

4-6c1

& 6c2

2-6c1

& 6c2

4-6c1

& 6c2

5d1

90'-0 BRIDGE

110'-0 BRIDGE

70'-0 & 80'-0 BRIDGES

4-6c1

& 6c2

6e1

2-6c1

& 6c2

4-6c1

& 6c2

5d1

1

12

2'-2

TYP. HOOP

SPACING

1'-0

1'-0


4-6c1

& 6c2

6e1

2-6c1

& 6c2

4-6c1

& 6c2

5d1

SYMMETRICAL ABOUT

| ROADWAY

6c1

& 6c2

2 EQ. SPA. SKEW 0°,15°

3 EQ. SPA. SKEW 30°, 45°

GRADE TO

BOTTOM OF

CAP DIMENSION

70'-0 BRIDGE

80'-0 BRIDGE

90'-0 BRIDGE

100'-0 BRIDGE

110'-0 BRIDGE

120'-0 BRIDGE

130'-0 BRIDGE

140'-0 BRIDGE

150'-0 BRIDGE

4-6c1

& 6c2

2 EQ. SPA. SKEW 0°,15°, 30°


3 EQ. SPA. SKEW 0°,15°



3 EQ. SPA. SKEW 0°, 15°, 30°


1

12

2'-2

TYP. HOOP

SPACING

1'-0

1'-0


4-6c1

& 6c2

6e1

2-6c1

& 6c2

4-6c1

& 6c2

5d1

1 SPA. SKEW 0°,15°, 30°


130'-0 BRIDGE

2 EQ. SPA. SKEW 0°,15°, 30°


1‡

@

EN

D

OF

CA

P

7‰

@ |

OF

RO

AD

WA

Y

4'-9•

4'-10‹

4'-11‹

5'-0•

5'-1•

5'-3‰

5'-4‹

5'-5•

5'-7‰

1 SPA. SKEW 0°,15°

2 EQ. SPA. SKEW 30°, 45°

PART SECT B-B

4 X … STRIP OF

PREFORMED

JOINT MATERIAL

A

A

140'-0 & 150'-0 BRIDGES

J44-27-14


SLAB BRIDGES

CONTINUOUS CONCRETE

LA

TE

ST

RE

VISI

ON

DA

TE

AP

PR

OV

ED

BY

BRI

DG

E

EN

GI

NE

ER

JULY, 2014

Highway Division


NON-MONOLITHIC

PIER CAP DETAILS

ALL BRIDGES

2'-2

2'-2

| CAP

R=1'-6

30°

45°

| ROADWAY

EDGE OF SLAB

SYMMETRICAL ABOUT

| CAP - TYPICAL

| PILE &

| KEYWAY

| PILE &

| KEYWAY

2'-4

2'-4

2

2

| CAP

23'-7

5d1

6e1

64'-11‡ END T

O END OF PIE

R CAP

KEYWAY AT ABOUT

3'-0 CTR. TO CTR.

5d1

53'-7…

END TO

END OF

PIER

CAP

6e1

60'-1‚ | T

O | EXTERIO

R PIL

ES. S

EE T

ABLE FOR PIL

E SPA.

KEYWAY AT ABOUT

3'-O CTR. TO CTR.

2'-2

2'-2

| CAP

R=1'-6

15° SKEW

0° SKEW

| PILE &

| KEYWAY

| PILE &

| KEYWAY

2'-4

2'-4

2

2

48'-4Œ

END TO E

ND OF P

IER CAP

| CAP

15°

TYP. HALF PLAN VIEW

5d1

KEYWAY AT ABOUT

3'-0 CTR. TO CTR.

6e1

5d1

KEYWAY AT ABOUT

3'-0 CTR. TO CTR.

6e1

46'-10 END TO END OF PIER CAP

R=1'-6

| ROADWAY

23'-7

6c1 & 6c2

LAP SPLICE

2'-10 LAP (`MIN.`)

6c1 & 6c2

LAP SPLICE

2'-10 LAP (`MIN.`)

49'-0‡ | TO

| EXTERI

OR PI

LES.

SEE TABLE

FOR PI

LE SP

A.

6c1 & 6c2

LAP SPLICE

2'-10 LAP (`MIN.`)

6c1 & 6c2

LAP SPLICE

2'-10 LAP (`MIN.`)

45° SKEW

30° SKEW

R=1'-6

EDGE OF SLAB

42'-6 | TO | EXTERIOR PILES. SEE TABLE FOR PILE SPA.

44'-0 |

TO | EXTERIO

R PILES.

SEE TABLE F

OR PILE S

PA.

NOTE: NUMBER OF PILES AND STIRRUPS SHOWN ARE FOR A 90'-0 BRIDGE.

CAP DIMENSIONS ARE TYPICAL FOR ALL BRIDGES.

& | PILES

| PIER CAP

TYPE 3 TRESTLE BENT PILES

PILE ORIENTATION DETAIL FOR

J44-28-14

1" x 8 x 2'-0 BEVELED





SLAB BRIDGES

CONTINUOUS CONCRETE

LA

TE

ST

RE

VISI

ON

DA

TE

AP

PR

OV

ED

BY

BRI

DG

E

EN

GI

NE

ER

JULY, 2014

Highway Division


NO. LENGTHSHAPESKEW

BRIDGE LENGTH

0°

0°

15°

15°

30°

30°

45°

ALL

110'-0 BRIDGE100'-0 BRIDGE

BRIDGE LENGTH SKEW

ALLPILING (NO.)

2'-

8

2'-8

NOTE: DIMENSIONS ARE OUT TO OUT. D = PIN DIAMETER

45°

4

70'-0 80'-0 90'-0 100'-0 110'-0

MARK

6c1

5d1

6e1

WEIGHT

70'-0 BRIDGE 80'-0 BRIDGE 90'-0 BRIDGE

NO. LENGTH WEIGHT NO. LENGTH WEIGHT NO. LENGTH WEIGHT NO. LENGTH WEIGHT

120'-0 BRIDGE

NO. LENGTH WEIGHT

130'-0 BRIDGE

NO. LENGTH WEIGHT

140'-0 BRIDGE

NO. LENGTH WEIGHT

150'-0 BRIDGE

NO. LENGTH WEIGHT

120'-0 130'-0 140'-0 150'-0

2'-10

3'-

11

6

6

D=2•

6e15d1

BENT BAR DETAILS ESTIMATED QUANTITIES - ONE PIER

2'-

6ƒ

PIER NOTES:

NON-MONOLITHIC

PIER CAP DETAILS

ALL BRIDGES

0°

15°

30°

45°

6c2

BILL OF EPOXY REINFORCING STEEL - ONE PIER

REINFORCING

STEEL EPOXY

COATED (LBS.)

STRUCTURAL

CONCRETE

(CU. YDS.)

0°

15°

30°

45°

0°

15°

30°

45°

10

10

10

10

10

10

10

10

38

38

47

56

6

25'-0

25'-9

28'-4

34'-0

21'-11

22'-8

25'-4

31'-0

11'-8

11'-8

11'-8

11'-8

9'-7

376

387

426

511

330

341

381

466

463

463

572

682

86

10

10

10

10

10

10

10

10

38

38

47

56

6

25'-0

25'-9

28'-4

34'-0

21'-11

22'-8

25'-4

31'-0

11'-8

11'-8

11'-8

11'-8

9'-7

25'-0

25'-9

28'-4

34'-0

21'-11

22'-8

25'-4

31'-0

11'-8

11'-8

11'-8

11'-8

9'-7

25'-0

25'-9

28'-4

34'-0

21'-11

22'-8

25'-4

31'-0

11'-8

11'-8

11'-8

11'-8

9'-7

25'-0

25'-9

28'-4

34'-0

21'-11

22'-8

25'-4

31'-0

11'-8

11'-8

11'-8

11'-8

9'-7

25'-0

25'-9

28'-4

34'-0

21'-11

22'-8

25'-4

31'-0

11'-8

11'-8

11'-8

11'-8

9'-7

25'-0

25'-9

28'-4

34'-0

21'-11

22'-8

25'-4

31'-0

11'-8

11'-8

11'-8

11'-8

9'-7

25'-0

25'-9

28'-4

34'-0

21'-11

22'-8

25'-4

31'-0

11'-8

11'-8

11'-8

11'-8

9'-7

25'-0

25'-9

28'-4

34'-0

21'-11

22'-8

25'-4

31'-0

11'-8

11'-8

11'-8

11'-8

9'-7

376

387

426

511

330

341

381

466

463

463

572

682

86

376

387

426

511

330

341

381

466

512

512

512

755

86

376

387

426

511

330

341

381

466

463

463

609

609

86

376

387

426

511

330

341

381

466

499

499

499

658

86

376

387

426

511

330

341

381

466

536

536

536

706

86

376

387

426

511

330

341

381

466

86

376

387

426

511

330

341

381

466

86

376

387

426

511

330

341

381

466

439

439

439

645

86

10

10

10

10

10

10

10

10

42

42

42

6

10

10

10

10

10

10

10

10

38

38

50

50

6

10

10

10

10

10

10

10

10

41

41

41

54

6

10

10

10

10

10

10

10

10

44

44

44

58

6

10

10

10

10

10

10

10

10

6

10

10

10

10

10

10

10

10

6

10

10

10

10

10

10

10

10

36

36

36

53

6

15.4

16.0

17.7

21.5

1255

1277

1465

1745

10

15.4

16.0

17.7

21.5

1255

1277

1465

1745

10

15.4

16.0

17.7

21.5

1304

1326

1405

1818

11

15.4

16.0

17.7

21.5

1255

1277

1502

1672

13

15.4

16.0

17.7

21.5

1291

1313

1392

1721

14

15.4

16.0

17.7

21.5

1328

1350

1429

1769

15

15.4

16.0

17.7

21.5

15.4

16.0

17.7

21.5

1206

1228

1502

1672

17

15.4

16.0

17.7

21.5

1231

1253

1332

1708

18

FOR SKEWED BRIDGES BOTTOM OF PIER CAP IS TO BE SLOPED TO

COMPENSATE FOR GRADE. THEREFORE BOTTOM OF CAP ELEVATIONS WILL

BE REQUIRED AT THE | OF ROADWAY AND AT EACH EXTERIOR PILE.


REINFORCING BAR IS TO BE 2 INCHES UNLESS OTHERWISE NOTED OR SHOWN.

THE PIER PILES ARE TO BE DRIVEN TO FULL PENETRATION, IF PRACTICABLE,

BUT IN NO CASE TO A BEARING VALUE LESS THAN THE PILE BEARING

REQUIRED FOR EACH BRIDGE LENGTH AS SHOWN ON THIS SHEET.

THE CONCRETE QUANTITIES ARE BASED ON THE USE OF TYPE 3 PILING.

IF TYPE 1 OR TYPE 2 IS USED, THE CONCRETE QUANTITIES MAY BE ADJUSTED

TO ACCOUNT FOR THE CONCRETE DISPLACED BY THE PILING.


PIER PILING WAS DESIGNED FOR HL-93 LOADING WITH AN ALLOWANCE FOR

20 LBS. PER SQ. FT. FUTURE WEARING SURFACE.

34

34

50

50

414

414

609

609

36

36

36

53

439

439

439

645

1231

1253

1332

1708

18

62

BRIDGE LENGTH 70'-0 90'-0 110'-080'-0 120'-0100'-0 130'-0 140'-0 150'-0

SPACES @ 0°

TYP. PILE

SPACES @ 15°

TYP. PILE

SPACES @ 30°

TYP. PILE

SPACES @ 45°

TYP. PILE

FOR PIER (KIPS)

DESIGN LOAD

PU, STRENGTH 1

PILES

TYP. NO. OF1

4

10 10 11 13 14 15 17 18 18

TYPICAL NUMBERS OF PILES AND SPACINGS AND FACTORED PIER LOADS

1

2

3

4



NUMBER OF PILES AND PILE LENGTH.

STRENGTH 1 PIER DESIGN LOAD INCLUDES DYNAMIC LOAD ALLOWANCE (IM), AND PIER CAP WEIGHT IS BASED ON 45° SKEW. USE THIS PU FOR DETERMINING

934 KIPS 1135 KIPS 1252 KIPS 1366 KIPS 1502 KIPS 1635 KIPS 1776 KIPS 1933 KIPS

OR MORE, AND PILES 16 INCHES IN SIZE MUST BE SPACED 3'-4 OR MORE.

AND ADJUSTED AS NEEDED. PILES 10 INCHES AND 12 INCHES IN SIZE MUST BE SPACED 2'-6 OR MORE, PILES 14 INCHES IN SIZE MUST BE SPACED 2'-11

NUMBER OF PILES IS DIFFERENT THAN IN THE TABLE FOR THE BRIDGE LENGTH, THE NUMBER OF 5d1 BARS AND OTHER QUANTITIES NEED TO BE CHECKED

THIS TYPICAL NUMBER OF PLES MAY NEED TO BE MODIFIED DEPENDING ON SELECTED P10L PILE TYPE AND SIZE, HEIGHT, AND RESISTANCE. IF THE

9 SPA. @

ABOUT 4'-9

9 SPA. @

ABOUT 4'-11

9 SPA. @

ABOUT 5'-5

9 SPA. @

ABOUT 6'-8

9 SPA. @

ABOUT 4'-9

9 SPA. @

ABOUT 4'-11

9 SPA. @

ABOUT 5'-5

9 SPA. @

ABOUT 6'-8

10 SPA. @

4'-3

10 SPA. @

ABOUT 4'-5

10 SPA. @

ABOUT 4'-11

10 SPA. @

ABOUT 6'-0

12 SPA. @

ABOUT 3'-6

12 SPA. @

12 SPA. @

ABOUT 4'-1

12 SPA. @

ABOUT 5'-0

13 SPA. @

ABOUT 3'-3

13 SPA. @

ABOUT 3'-5

13 SPA. @

ABOUT 3'-9

13 SPA. @

ABOUT 4'-7

14 SPA. @

ABOUT 3'-0

14 SPA. @

ABOUT 3'-2

14 SPA. @

ABOUT 3'-6

14 SPA. @

ABOUT 4'-4

16 SPA. @

ABOUT 2'-8

16 SPA. @

2'-9

16 SPA. @

ABOUT 3'-1

16 SPA. @

ABOUT 3'-9

17 SPA. @

2'-6

17 SPA. @

ABOUT 2'-7

17 SPA. @

ABOUT 2'-11

17 SPA. @

ABOUT 3'-6

17 SPA. @

2'-6

17 SPA. @

ABOUT 2'-7

17 SPA. @

ABOUT 2'-11

17 SPA. @

ABOUT 3'-6

3'-8

1028 KIPS

2 2

2

2 2 2

3 3 3

3 3 3

J44-29-14


SLAB BRIDGES

CONTINUOUS CONCRETE

LA

TE

ST

RE

VISI

ON

DA

TE

AP

PR

OV

ED

BY

BRI

DG

E

EN

GI

NE

ER

JULY, 2014

Highway Division


4'-

01'-

61'-

6

21 SPA. @ 2'-0 = 42'-0; 22-8u1 BARS

1'-01'-01'-61'-6

10

1'-61'-6

10

DETAIL "A"

„" RADIUS

5s1

ABUTMENT DETAILS

0° SKEW - TIMBER PILING

NOTE: WING REINFORCING

AND RAIL NOT SHOWN.

WITH SUPERSTRUCTURE QUANTITIES.

PLAN VIEW

6e3, 6e4, AND 8e ARE INCLUDED

ABUTMENT NOTES:

FOR 20 LBS. PER SQ. FT. FUTURE WEARING SURFACE.

ABUTMENT PILING WAS DESIGNED FOR HL-93 LOADING WITH AN ALLOWANCE


TIMBER PILES SHALL NOT BE DRIVEN TO MORE THAN 160 TONS.

BUT IN NO CASE TO A BEARING VALUE LESS THAN SHOWN IN DESIGN PLANS.

TIMBER PILES SHALL BE DRIVEN TO FULL PENETRATION IF PRACTICABLE



PLACED ON TIMBER PILES.

DETAILS ON THIS SHEET ARE TO BE USED ONLY WHEN ABUTMENTS ARE

WITH THE SUPERSTRUCTURE.

THE CONCRETE AND REINFORCING STEEL FOR THE WINGS IS INCLUDED

PILING - NUMBER

BRIDGE LENGTH

NUMBER OF PILES AND ABUTMENT DESIGN LOADS

PU, STRENGTH 1 DESIGN LOAD - KIPS 504

10

70'-0

539

11

80'-0

571

11

90'-0

613

12

100'-0

653

13

110'-0

699

13

120'-0

744

14

130'-0

~`869

16

140'-0

~`922

17

150'-0

NOTE: PU, STRENGTH 1 DESIGN LOAD (KIPS) IS NOT THE VALUE USED IN THE FIELD FOR DRIVING PILES.

~`INCLUDES DYNAMIC LOAD ALLOWANCE

J44-30-14

2 @ 6

6t1

| ROADWAY

6

44'-01'-7 1'-7

5s1 6t2

8r1 OR 8r2

5s1

6t1 6e4

OR 8e2

8e1

2'-0

@ ABOUT 4'-0 CTRS.

6e3

6t2

| ABUT. BRG. & | PILES

& 44-6e4 DIAGONALS IN SLAB

& 44-6e3 HAIRPINS IN SLAB

2 x 8 x 2'-0 BEVELED KEYWAYS

8u1

6t2

RE

VIS

ED 03-2016 -

RE

VISI

ON

FO

R

AD

DITI

ON

OF

PA

VI

NG

NO

TC

H

BA

R 8u1.

03-2016

44-6t1 F.F. & 44-6t2 B.F. OF FOOTING

43 SPA. @ 1'-0 = 43'-0

IN SLAB

& 6e4 DIAGONALS

6e3 HAIRPINS

6t1,


SLAB BRIDGES

CONTINUOUS CONCRETE

LA

TE

ST

RE

VISI

ON

DA

TE

AP

PR

OV

ED

BY

BRI

DG

E

EN

GI

NE

ER

JULY, 2014

Highway Division

44'-0 ROADWAY

BOTTOM OF SLAB

22'-022'-0

| ROADWAY

REAR ELEVATION

1'-

1

1'-

1

AB

UT.

BR

G.

6'-

1

@ |

6t2 6e3

5s1

6e3

1'-7 1'-7

3'-

0

8r1 OR 8r2

JOINT

CONSTRUCTION

PUNCHED TO HOLD SPIRAL.

3" PITCH WITH 3-‡x‡x„ SPACERS

7 TURNS OF #2 BAR 21" DIAMETER,

SPIRAL AT TOP OF EACH PILE.

4'-

9

11̂

BA

RRIE

R

RAIL

10•

OP

EN

RAIL

6t1

8r

8r

8e

1'-

13'-

0

4…

4…

8r

BA

RS

1'-

3

6t2

6

62

EQ.

SP

A.

MI

N.

1'-

5

2'-

0

TO

P

OF

PIL

E

3'-0

3" CL.


SECTION NORMAL TO

3" C

L.

6e3

2•" C

L.

6e4 6c 5d

1•" C

L.

5s

1'-1

b SLAB BAR

BAR

a SLAB

AT RAIL

TOP SLAB

SEE DETAIL "A"

8u1

TO HOLD SPIRAL

SPACERS PUNCHED

3 - L ‡`x`‡`x`„

3" PITCH, WITH


EACH PILE. 7 TURNS

SPIRAL AT TOP OF

1'-

3

5s1

6t1

8r

4…

8r

BA

RS

2

EQ.

SP

A.

2'-

0

TO

P

OF

PIL

E6

6

8e

1'-

1

8r

3'-

0

6t2

AT |

2'-

0

TY

P.

3'-0

3" CL.

3" C

L.

TO ABUTMENT AT |

SECTION NORMAL

6e3

2•" C

L.

6e4 6c 5d

1•" C

L.

| ROADWAY

TOP SLAB AT1'-1

b SLAB BAR

BAR

a SLAB

4…

SEE DETAIL "A"

8u1

TO HOLD SPIRAL

SPACERS PUNCHED

3 - L ‡`x`‡`x`„

3" PITCH, WITH


EACH PILE. 7 TURNS

SPIRAL AT TOP OF


| ROADWAY GUTTER LINEGUTTER LINE

1'-7 1'-7

TYP. 5s1 SPACING 1'-0

2 EQ. SPA.1'-0

BETWEEN PILES


1'-0

BETWEEN PILES


1'-0

BETWEEN PILES

3 EQ. SPA.

3 EQ. SPA.

22'-0 22'-0

ABUTMENT DETAILS



BETWEEN PILES


1'-0

BETWEEN PILES

2 EQ. SPA.

PILE PLAN - 0° SKEWWOOD PILING

130'-0 BRIDGE

1'-0

| ROADWAYGUTTER LINE

1'-7 1'-722'-0 22'-0


2 EQ. SPA.1'-0

BETWEEN PILES


BETWEEN PILES

1'-0

140'-0 BRIDGE

150'-0 BRIDGE

GUTTER LINE

9 PILE SPACES @ ABOUT 4'-11 = 44'-0


11 PILE SPACES @ 4'-0 = 44'-0

12 PILE SPACES @ 3'-8 = 44'-0



16 PILE SPACES @ 2'-9 = 44'-0

110'-0 & 120'-0 BRIDGES

100'-0 BRIDGE

80'-0 & 90'-0 BRIDGES

70'-0 BRIDGE

J44-31-14


SLAB BRIDGES

CONTINUOUS CONCRETE

LA

TE

ST

RE

VISI

ON

DA

TE

AP

PR

OV

ED

BY

BRI

DG

E

EN

GI

NE

ER

JULY, 2014

Highway Division


21 SPA. @

2'-1

= 43'-

9; 22-8

u1 BARS

5

45'-6†

44-6t2

BACK FACE O

F FOOTIN

G

43 SPA. @

ABOUT 1'-0

• = 44'-9

•

9„

1'-0Œ

1'-61'-6

10

1'-61'-6

10

DETAIL "A"

„" RADIUS

5s2

ABUTMENT DETAILS


NOTE: THE BOTTOM OF FOOTING IS TO

BE SLOPED TO COMPENSATE FOR GRADE

ON THIS SKEWED ABUTMENT. THEREFORE

BOTTOM OF FOOTING ELEVATIONS WILL

BE REQUIRED AT EACH EXTERIOR PILE.

PLAN VIEW


6e3, 6e4 AND 8e ARE INCLUDED

AND RAIL NOT SHOWN.


ABUTMENT NOTES:













PILING - NUMBER

BRIDGE LENGTH



10

70'-0

544

11

80'-0

577

11

90'-0

618

12

100'-0

658

13

110'-0

705

13

120'-0

749

14

130'-0

~`875

16

140'-0

~`927

17

150'-0



J44-32-14

| ROADWAY15°

7

2 @ 6

5s2

5s1

6t1

6t2

6e3

8r1 OR 8r26e4

2 x 8

x 2'-0 BEVELED K

EYWAYS

8u1

& | PILES

| ABUT. BRG.

IN SLAB

& 6e4 DIAGONALS

6e3 HAIRPINS

6t1,

6t2

4'-

0

1'-0

6t1

@ ABOUT 4'-0 CTRS.

1'-

6†

1'-

6†

6t2

8e2

8e1 OR

& 44-

6e4 DI

AGONALS IN

SLAB

FRONT FACE O

F FOOTIN

G & 44-

6e3 HAIR

PINS I

N SLAB

RE

VIS

ED 03-2016 -

RE

VISI

ON

FO

R

AD

DITI

ON

OF

PA

VI

NG

NO

TC

H

BA

R 8u1.

03-2016

43 SPA. @

ABOUT 1'-0

• = 44'-9

•; 44-6

t1 BARS


SLAB BRIDGES

CONTINUOUS CONCRETE

LA

TE

ST

RE

VISI

ON

DA

TE

AP

PR

OV

ED

BY

BRI

DG

E

EN

GI

NE

ER

JULY, 2014

Highway Division

1'-

3

5s1

6t1

8r

4…

8r

BA

RS

2

EQ.

SP

A.

2'-

0

TO

P

OF

PIL

E6

6

8e

1'-

1

8r

3'-

0

6t2

AT |

2'-

0

TY

P.

3'-0

3" CL.

3" C

L.

TO ABUTMENT AT |

SECTION NORMAL

6e3

2•" C

L.

6e4 6c 5d

1•" C

L.

| ROADWAY

TOP SLAB AT1'-1

b SLAB BAR

BAR

a SLAB

4…

SEE DETAIL "A"

8u1

TO HOLD SPIRAL

SPACERS PUNCHED

3 - L ‡`x`‡`x`„

3" PITCH, WITH


EACH PILE. 7 TURNS

SPIRAL AT TOP OF

6t1

8r

8r

8e

1'-

13'-

0

4…

4…

8r

BA

RS

1'-

3

6t2

6

6

2

EQ.

SP

A.

MI

N.

1'-

5

2'-

0

TO

P

OF

PIL

E

3'-0

3" CL.


SECTION NORMAL TO

3" C

L.

6e3

2•" C

L.

6e4 6c 5d

1•" C

L.

5s

1'-1

b SLAB BAR

BAR

a SLAB

AT RAIL

TOP SLAB

SEE DETAIL "A"

8u1

TO HOLD SPIRAL

SPACERS PUNCHED

3 - L ‡`x`‡`x`„

3" PITCH, WITH


EACH PILE. 7 TURNS

SPIRAL AT TOP OF

44'-0 ROADWAY

BOTTOM OF SLAB

22'-022'-0

| ROADWAY

REAR ELEVATION

1'-

1

1'-

1

AB

UT.

BR

G.

6'-

1

@ |

6t2 6e3

5s1

6e3

1'-7 1'-7

3'-

0

8r1 OR 8r2

JOINT

CONSTRUCTION





4'-

9

11̂

BA

RRIE

R

RAIL

10•

OP

EN

RAIL


ABUTMENT DETAILS


| ROADWAY

GUTTER LINEGUTTER LINE

1'-7 1'-7

1'-0

4 EQ.

SPA.

22'-022'-0

70'-0 BRIDGE

1'-0

BETWEEN PILES

TYP. 5s1

SPACING

| ROADWAY


1'-7 1'-7

1'-0

22'-022'-0

1'-0

BETWEEN PILES

TYP. 5s1

SPACING

1'-0

1'-0

BETWEEN PILES

TYP. 5s1

SPACING

45'-6†

45'-6†

45'-6†

1'-0

1'-0

BETWEEN PILES

TYP. 5s1

SPACING

45'-6†

140'-0 BRIDGE

150'-0 BRIDGE

PILE PLAN - 15° SKEW WOOD PILING

9 PILE S

PACES @ ABOUT 5

'-1 = 4

5'-6†

2 EQ. S

PA.

1'-0

3 EQ.

SPA.1'-0

BETWEEN PILES

TYP. 5s1

SPACING

45'-6†

10 PIL

E SPACES

@ ABOUT 4'-7 =

45'-6†

1'-0

3 EQ.

SPA.1'-0

BETWEEN PILES

TYP. 5s1

SPACING

45'-6†

11 PILE S

PACES @ ABOUT 4

'-2 =

45'-6†

1'-0

1'-0

BETWEEN PILES

TYP. 5s1

SPACING

2 EQ. S

PA.45'

-6†

12 PIL

E SPACES

@ ABOUT 3'-10

= 45'

-6†

100'-0 BRIDGE

110'-0 & 120'-0 BRIDGES

130'-0 BRIDGE

13 PIL

E SPACES

@ ABOUT 3'-6 =

45'-6†

15 PIL

E SPACES

@ ABOUT 3'-0 =

45'-6†

80'-0 & 90'-0 BRIDGES

16 PIL

E SPACES

@ ABOUT 2'-10

= 45'

-6†

J44-33-14


SLAB BRIDGES

CONTINUOUS CONCRETE

LA

TE

ST

RE

VISI

ON

DA

TE

AP

PR

OV

ED

BY

BRI

DG

E

EN

GI

NE

ER

JULY, 2014

Highway Division


50'-9•

21 S

PA. @ 2'-4

= 45'-6; 22-

8u1

BARS

7̂

5

44-6t2 B

ACK FACE

OF FOOTI

NG

43 S

PA. @ ABOUT

1'-2 = 4

9'-7•

1'-2

Œ

1'-61'-6

10

1'-61'-6

10

ABUTMENT DETAILS


DETAIL "A"

„" RADIUS

5s2






PLAN VIEW



AND RAIL NOT SHOWN.


ABUTMENT NOTES:













PILING - NUMBER

BRIDGE LENGTH



11

70'-0

562

11

80'-0

594

12

90'-0

636

12

100'-0

676

13

110'-0

723

14

120'-0

768

15

130'-0

~`893

17

140'-0

~`946

18

150'-0


~`INCLUDES DYNAMIC LOAD ALLOWANCE J44-34-14

2 @ 6

5s2

5s1

6t2

6t1

9

8r1 OR 8r2

IN SLAB

& 6e4 DIAGONALS

6e3 HAIRPINS

6t1,

6t2

| ROADWAY

& | PILES

| ABUT. BRG.

30°

2 x

8 x

2'-0 B

EVELED KEYWAYS

@ ABOUT

4'-0 C

TRS.

6t1

OR 8e2

8e1

8u1

4'-

0

1'-0

1'-

8Ž

1'-

8Ž

6e3

6t2

6e4

& 44-6

e4 DIA

GONALS I

N SLAB

FRONT FACE

OF FOOTI

NG &

44-6

e3 H

AIRPI

NS IN S

LAB

43 S

PA. @ ABOUT

1'-2 = 5

0'-2; 4

4-6t

1 BARS

RE

VIS

ED 03-2016 -

RE

VISI

ON

FO

R

AD

DITI

ON

OF

PA

VI

NG

NO

TC

H

BA

R 8u1.

03-2016


SLAB BRIDGES

CONTINUOUS CONCRETE

LA

TE

ST

RE

VISI

ON

DA

TE

AP

PR

OV

ED

BY

BRI

DG

E

EN

GI

NE

ER

JULY, 2014

Highway Division

44'-0 ROADWAY

BOTTOM OF SLAB

22'-022'-0

| ROADWAY

REAR ELEVATION

1'-

1

1'-

1

AB

UT.

BR

G.

6'-

1

@ |

6t2 6e3

5s1

6e3

1'-7 1'-7

3'-

0

8r1 OR 8r2

JOINT

CONSTRUCTION





4'-

9

11̂

BA

RRIE

R

RAIL

10•

OP

EN

RAIL

6t1

8r

8r

8e

1'-

13'-

0

4…

4…

8r

BA

RS

1'-

3

6t2

6

6

2

EQ.

SP

A.

MI

N.

1'-

5

2'-

0

TO

P

OF

PIL

E

3'-0

3" CL.


SECTION NORMAL TO

3" C

L.

6e3

2•" C

L.

6e4 6c 5d

1•" C

L.

5s

1'-1

b SLAB BAR

BAR

a SLAB

AT RAIL

TOP SLAB

SEE DETAIL "A"

8u1

TO HOLD SPIRAL

SPACERS PUNCHED

3 - L ‡`x`‡`x`„

3" PITCH, WITH


EACH PILE. 7 TURNS

SPIRAL AT TOP OF

1'-

3

5s1

6t1

8r

4…

8r

BA

RS

2

EQ.

SP

A.

2'-

0

TO

P

OF

PIL

E6

6

8e

1'-

1

8r

3'-

0

6t2

AT |

2'-

0

TY

P.

3'-0

3" CL.

3" C

L.

TO ABUTMENT AT |

SECTION NORMAL

6e3

2•" C

L.

6e4 6c 5d

1•" C

L.

| ROADWAY

TOP SLAB AT1'-1

b SLAB BAR

BAR

a SLAB

4…

SEE DETAIL "A"

8u1

TO HOLD SPIRAL

SPACERS PUNCHED

3 - L ‡`x`‡`x`„

3" PITCH, WITH


EACH PILE. 7 TURNS

SPIRAL AT TOP OF


ABUTMENT DETAILS


PILE PLAN - 30° SKEW

WOOD PILING


1'-7 1'-722'-0 22'-0

TYP. 5s1 S

PACING

BETWEEN PI

LES

1'-0

1'-0

4 EQ.

SPA.

TYP. 5s1 S

PACING

BETWEEN PI

LES

1'-0

1'-0

3 EQ.

SPA.

50'-9•

10 PIL

E SP

ACES @

ABOUT 5'-1 = 5

0'-9•

50'-9•

11 PIL

E SP

ACES @

ABOUT 4'-7 = 5

0'-9•

90'-0 &

100'-0 BRIDGES


1'-7 1'-7

TYP. 5s1 S

PACING

BETWEEN PI

LES

1'-0

1'-0

50'-9•

2 EQ.

SPA.

22'-0 22'-0

TYP. 5s1 S

PACING

BETWEEN PI

LES

1'-0

1'-0

TYP. 5s1 S

PACING

BETWEEN PI

LES

1'-0

1'-0

50'-9•

16 PIL

E SP

ACES @

ABOUT 3'-2 = 5

0'-9•

50'-9•

17 PIL

E SP

ACES @

ABOUT 3'-0 = 5

0'-9•

TYP. 5s1 S

PACING

BETWEEN PI

LES

1'-0

1'-050

'-9• 3

EQ.

SPA.

12 PIL

E SP

ACES @

ABOUT 4'-3 = 5

0'-9•

110'-0 BRIDGE

TYP. 5s1 S

PACING

BETWEEN PI

LES

1'-0

1'-0

50'-9•

2 EQ.

SPA.

13 PIL

E SP

ACES @

ABOUT 3'-1

1 =

50'-9•

120'-0 BRIDGE

14 PIL

E SP

ACES @

ABOUT 3'-8 = 5

0'-9•

130'-0 BRIDGE

150'-0 BRIDGE

140'-0 BRIDGE


1'-7 1'-722'-0 22'-0

2 EQ. S

PA.

80'-0 BRIDGES

70'-0 &

J44-35-14


SLAB BRIDGES

CONTINUOUS CONCRETE

LA

TE

ST

RE

VISI

ON

DA

TE

AP

PR

OV

ED

BY

BRI

DG

E

EN

GI

NE

ER

JULY, 2014

Highway Division


62'-2•

9‡

21

SPA.

@ 2'-10 = 59'-6; 22-8u1

BARS

1'-10

‡

1'-61'-6

10

1'-61'-6

10

DETAIL "A"

„" RADIUS

ABUTMENT DETAILS


5s2






PLAN VIEW

AND RAIL NOT SHOWN.




ABUTMENT NOTES:













J44-36-14

| ROADWAY

1'-0

45°

43 SPA.

@

ABO

UT 1'-5 = 60'-9•

5

5s2

6t1

6t2

5s1

2 @ 6

OR 8r2

8r1

IN SLAB

& 6e4 DIAGONALS

6e3 HAIRPINS

6t1,

6t2

& | PILES

| ABUT. BRG.

2 x 8 x 2'-0 BEVELED KEY

WA

YS

@

ABO

UT 4'-0 CTRS.

6t1

8e2

8e1 OR

6e4

8u1

4'-

0

2'-2

2'-

1‹

2'-

1‹

6t26e3

43 SPA.

@

ABO

UT 1'-5 = 60'-9•; 44-6t1

FRO

NT

& 44-6e4 DIA

GO

NALS IN SLAB

FACE OF FO

OTIN

G

& 44-6e3 HAIR

PIN

S IN SLAB

44-6t2 BACK FACE OF FO

OTIN

G

03-2016

RE

VIS

ED 03-2016 -

RE

VISI

ON

FO

R

AD

DITI

ON

OF

PA

VI

NG

NO

TC

H

BA

R 8u1.


SLAB BRIDGES

CONTINUOUS CONCRETE

LA

TE

ST

RE

VISI

ON

DA

TE

AP

PR

OV

ED

BY

BRI

DG

E

EN

GI

NE

ER

JULY, 2014

Highway Division

1'-

3

5s1

6t1

8r

4…

8r

BA

RS

2

EQ.

SP

A.

2'-

0

TO

P

OF

PIL

E6

6

8e

1'-

1

8r

3'-

0

6t2

AT |

2'-

0

TY

P.

3'-0

3" CL.

3" C

L.

TO ABUTMENT AT |

SECTION NORMAL

6e3

2•" C

L.

6e4 6c 5d

1•" C

L.

| ROADWAY

TOP SLAB AT1'-1

b SLAB BAR

BAR

a SLAB

4…

SEE DETAIL "A"

8u1

TO HOLD SPIRAL

SPACERS PUNCHED

3 - L ‡`x`‡`x`„

3" PITCH, WITH


EACH PILE. 7 TURNS

SPIRAL AT TOP OF

6t1

8r

8r

8e

1'-

13'-

0

4…

4…

8r

BA

RS

1'-

3

6t2

6

6

2

EQ.

SP

A.

MI

N.

1'-

5

2'-

0

TO

P

OF

PIL

E

3'-0

3" CL.


SECTION NORMAL TO

3" C

L.

6e3

2•" C

L.

6e4 6c 5d

1•" C

L.

5s

1'-1

b SLAB BAR

BAR

a SLAB

AT RAIL

TOP SLAB

SEE DETAIL "A"

8u1

TO HOLD SPIRAL

SPACERS PUNCHED

3 - L ‡`x`‡`x`„

3" PITCH, WITH


EACH PILE. 7 TURNS

SPIRAL AT TOP OF

44'-0 ROADWAY

BOTTOM OF SLAB

22'-022'-0

| ROADWAY

REAR ELEVATION

1'-

1

1'-

1

AB

UT.

BR

G.

6'-

1

@ |

6t2 6e3

5s1

6e3

1'-7 1'-7

3'-

0

8r1 OR 8r2

JOINT

CONSTRUCTION





4'-

9

11̂

BA

RRIE

R

RAIL

10•

OP

EN

RAIL


ABUTMENT DETAILS


1'-3

1'-3

62'-2•

TYP. 5s1

SPACIN

G

SPA.

1'-0

1'-0

1'-3

4 EQ.

TYP. 5s1

SPACIN

G

SPA.

1'-0

1'-0

1'-3

1'-3

3 EQ.

1'-3

TYP. 5s1

SPACIN

G

1'-0

SPA.

4 EQ.

1'-0

1'-7 1'-722'-0 22'-0

| ROADWAY


62'-2•

BRIDGES

110'-0

1'-3

1'-3

62'-2•

TYP. 5s1

SPACIN

G

SPA.

1'-0

1'-0

1'-3

3 EQ.

TYP. 5s1

SPACIN

G

1'-0

1'-0

1'-3

1'-3

1'-3

TYP. 5s1

SPACIN

G

1'-0

SPA.

3 EQ.

1'-0

1'-7 1'-722'-0

| ROADWAY


62'-2•

62'-2•

120'-0

BRIDGE

130'-0

11 S

PA.

@

ABO

UT 5'-8 = 62'-2•

BET

WEEN PIL

ES

12 SPA.

@

ABO

UT 5'-2 = 62'-2•

BET

WEEN PIL

ES

13 SPA.

@

ABO

UT 4'-9 = 62'-2•

BET

WEEN PIL

ES

BET

WEEN PIL

ES

BET

WEEN PIL

ES

BET

WEEN PIL

ES

14 SPA.

@

ABO

UT 4'-5 = 62'-2•

17 SPA.

@

ABO

UT 3'-8 = 62'-2•

2 EQ. SPA.


WOOD PILING

62'-2•

22'-0

15 SPA.

@

ABO

UT 4'-2 = 62'-2•

150'-0

140'-0 &

BRIDGES

BRIDGE

BRIDGE

100'-0

90'-0 &

BRIDGES

80'-0

70'-0 &

PILING - NUMBER

BRIDGE LENGTH



12

70'-0

632

13

90'-0

674

13

100'-0

715

14

110'-0

762

15

120'-0

807

16

130'-0

~`933

18

140'-0

~`986

18

150'-0



599

12

80'-0

J44-37-14


SLAB BRIDGES

CONTINUOUS CONCRETE

LA

TE

ST

RE

VISI

ON

DA

TE

AP

PR

OV

ED

BY

BRI

DG

E

EN

GI

NE

ER

JULY, 2014

Highway Division


LOCATION SHAPEMARK NO. NO. NO. NO. NO.LENGTH NO. NO. NO. NO.WEIGHT WEIGHT WEIGHT WEIGHT WEIGHT WEIGHT WEIGHT WEIGHT WEIGHT

BILL OF REINFORCING STEEL - ONE ABUTMENT - 0° SKEW70'-0 80'-0 90'-0 100'-0 110'-0 120'-0 130'-0 140'-0 150'-0

SHAPE NO. NO. NO. NO. NO.LENGTH NO. NO. NO. NO.WEIGHT WEIGHT WEIGHT WEIGHT WEIGHT WEIGHT WEIGHT WEIGHT WEIGHT

70'-0 80'-0 90'-0 100'-0 110'-0 120'-0 130'-0 140'-0 150'-0


70'-0 80'-0 90'-0 100'-0 110'-0 120'-0 130'-0 140'-0 150'-0

SHAPE

70'-0 80'-0 90'-0 100'-0 110'-0 120'-0 130'-0 140'-0 150'-0

BILL OF REINFORCING STEEL - ONE ABUTMENT - 15° SKEW



BRIDGE LENGTH

BRIDGE LENGTH

BRIDGE LENGTH

BRIDGE LENGTH

BRIDGE LENGTH

UNITLOCATION

NOTE: DIMENSIONS ARE OUT TO OUT. D = PIN DIAMETER.

ESTIMATED QUANTITIES - ONE ABUT. - 0° SKEW

UNIT

UNIT

QUANTITYUNIT

NO.

C.Y.

LBS.

NO.

C.Y.

LBS.

NO.

C.Y.

LBS.

NO.

C.Y.

LBS.



QUANTITY

QUANTITY

QUANTITY

LOCATION

BRIDGE LENGTH

LOCATION

BRIDGE LENGTH

LOCATION

BRIDGE LENGTH

BENT BAR DETAILS


STRUCTURAL CONCRETE ( BRIDGE`)




D=2•

6

2'-

6

15° SKEW

30° SKEW

45° SKEW

2'-7‚

2'-11•

3'-9

6

2'-6

5s1 & 5s2

5s1

5s2

5s2

5s2

ABUTMENT DETAILS

TIMBER PILING

NO. NO. NO. NO. NO.LENGTH NO. NO. NO. NO.WEIGHT WEIGHT WEIGHT WEIGHT WEIGHT WEIGHT WEIGHT WEIGHT WEIGHTLOCATIONMARK

1'-5

26'-11

27'-9

30'-4

0° SKEW

15° SKEW

30° SKEW

SKEW

ANGLE

(TYP.)

8r1

36'-1 45° SKEW

1'-5

21'-11

22'-8

25'-4

0° SKEW

15° SKEW

30° SKEW

SKEW

ANGLE

(TYP.)

8r2

31'-045° SKEW

LOCATIONMARK

REINFORCING STEEL EPOXY COATED - TOTAL (LBS.)




PREBORE HOLES FT.

PREBORE HOLES FT.

PREBORE HOLES FT.

PREBORE HOLES FT.

REINFORCING STEEL EPOXY COATED




70'-0

15.1

2323

10

-

80'-0

15.1

2379

11

-

90'-0

15.1

2379

11

-

100'-0

2309

12

-

110'-0

14.9

2354

13

-

120'-0

14.9

2354

13

-

130'-0

14.9

2398

14

-

140'-0

14.8

2316

16

160

150'-0

14.8

2348

17

170

70'-0

-

80'-0

-

90'-0

-

100'-0

-

110'-0

-

120'-0

-

130'-0

-

140'-0

160

150'-0

170

70'-0

11

-

80'-0

11

-

90'-0

12

-

100'-0

12

-

110'-0

13

-

120'-0

14

-

130'-0

15

-

140'-0

17

170

150'-0

18

180

70'-0

12

-

80'-0

12

-

90'-0

13

-

100'-0

13

-

110'-0

14

-

120'-0

15

-

130'-0

16

-

140'-0

18

150'-0

18

180

NOTE: THE PILE SPIRALS AND SPIRAL SPACERS ARE TO BE NON-COATED REINFORCING BUT MAY BE EPOXY COATED AT THE CONTRACTORS OPTION AND EXPENSE.

WOOD PILES (TREATED)




180

#2

6t2

6t1

5s1

8r2

8r1

30

10

50

50

40

7

7

1'-10

38'-6

5'-7

5'-0

11'-0

23'-4

28'-4

#2

6t2

6t1

5s2

5s1

8r2

8r1

2409 2384 2378

#2

6t2

6t1

5s2

5s1

8r2

8r1

2566 2529 2574 2663 2513

#2

6t2

6t1

5s2

5s1

8r2

8r1

2912 2954 3011 2928

2309 2354 2348

39

64

419

376

459

436

530

33

11

50

50

44

7

7

42

71

419

376

505

436

530

33

11

50

50

44

7

7

42

71

419

376

505

436

530

36

12

50

50

37

7

7

46

77

419

376

425

436

530

39

13

50

50

40

7

7

50

84

419

376

459

436

530

39

13

50

50

40

7

7

50

84

419

376

459

436

530

42

14

50

50

43

7

7

54

90

419

376

493

436

530

48

16

50

50

34

7

7

62

103

419

376

390

436

530

51

17

50

50

36

7

7

65

109

419

376

413

436

530

1'-10

38'-6

5'-7

5'-0

11'-3

11'-0

24'-1

29'-2

30

10

50

50

4

45

7

7

39

64

419

376

47

516

450

545

33

11

50

50

4

40

7

7

42

71

419

376

47

459

450

545

33

11

50

50

4

40

7

7

42

71

419

376

47

459

450

545

36

12

50

50

4

44

7

7

46

77

419

376

47

505

450

545

39

13

50

50

4

36

7

7

50

84

419

376

47

413

450

545

39

13

50

50

4

36

7

7

50

84

419

376

47

413

450

545

42

14

50

50

4

39

7

7

54

90

419

376

47

447

450

545

48

16

50

50

4

30

7

7

62

103

419

376

47

344

450

545

51

17

50

50

4

32

7

7

65

109

419

376

47

367

450

545

1'-10

38'-6

5'-7

5'-0

11'-11

11'-0

26'-9

31'-9

33

11

50

50

4

50

7

7

42

71

419

376

50

574

500

593

33

11

50

50

4

50

7

7

42

71

419

376

50

574

500

593

36

12

50

50

4

44

7

7

46

77

419

376

50

505

500

593

36

12

50

50

4

44

7

7

46

77

419

376

50

505

500

593

39

13

50

50

4

48

7

7

50

84

419

376

50

551

500

593

42

14

50

50

4

39

7

7

54

90

419

376

50

447

500

593

45

15

50

50

4

42

7

7

58

96

419

376

50

482

500

593

51

17

50

50

4

48

7

7

65

109

419

376

50

551

500

593

54

18

50

50

4

34

7

7

69

116

419

376

50

390

500

593

1'-10

38'-6

5'-7

5'-0

13'-6

11'-0

32'-5

37'-6

36

12

50

50

4

55

7

7

46

77

419

376

56

631

606

701

36

12

50

50

4

55

7

7

46

77

419

376

56

631

606

701

39

13

50

50

4

60

7

7

50

84

419

376

56

688

606

701

39

13

50

50

4

60

7

7

50

84

419

376

56

688

606

701

42

14

50

50

4

52

7

7

54

90

419

376

56

597

606

701

45

15

50

50

4

56

7

7

58

96

419

376

56

642

606

701

48

16

50

50

4

60

7

7

62

103

419

376

56

688

606

701

54

18

50

50

4

51

7

7

69

116

419

376

56

585

606

701

54

18

50

50

4

51

7

7

69

116

419

376

56

585

606

701

15.0

2409 2384 2378

11 13 17

2566 2529 2574 2663 2513

2912 2954 3011 2928

2323 2379 2379 2354 2398 2316

2456 2409 2465 2384 2428 2346

2625 2625 2566 2623

2912 2980 2980 2899 2928

2456

10

2409

11 12

2465 2384

13

2428

14 16

2346

2625 2625 2566 2623

2912 2980 2980 2899 2928

6t2

4'-

1

1'-6

D=4•

D=6

D=6

15.7 15.7 15.7 15.6 15.5 15.5 15.5 15.4

17.6 17.6 17.5 17.5 17.4 17.4 17.3 17.2 17.2

21.6 21.6 21.5 21.5 21.5 21.4 21.3 21.2 21.2

15.3

J44-38-14

SPIRAL SPACERS, L ‡x‡x„x 0.70

PILE SPIRAL

FOOTING TO SLAB BARS


ABUTMENT FOOTING HOOPS

ABUTMENT FOOTING LONGITUDINAL



PILE SPIRAL








PILE SPIRAL








PILE SPIRAL








SLAB BRIDGES

CONTINUOUS CONCRETE

LA

TE

ST

RE

VISI

ON

DA

TE

AP

PR

OV

ED

BY

BRI

DG

E

EN

GI

NE

ER

JULY, 2014

Highway Division


4'-

01'-

61'-

6

21 SPA. @ 2'-0 = 42'-0; 22-8u1 BARS

1'-01'-0

1'-61'-6

10

1'-61'-610

5s1

DETAIL "A"

„" RADIUS

ABUTMENT DETAILS

0° SKEW - STEEL PILING

| ROADWAY


1'-7

1'-0

BETWEEN PILES

TYP. 5s1 SPACING

1'-0

6 EQ. SPA.

6 PILE SPACES @ 7'-4 = 44'-0

22'-0 22'-0 1'-7

1'-0

BETWEEN PILES

TYP. 5s1 SPACING

1'-0

1'-0

BETWEEN PILES

TYP. 5s1 SPACING

1'-0

5

EQ. SPA.

4

EQ. SPA.


STEEL PILING

8 PILE SPACES @ 5'-6 = 44'-0


70'-0, 80'-0, 90'-0, 100'-0,

110'-0, 120'-0 BRIDGES

130'-0 BRIDGE

140'-0 & 150'-0 BRIDGES

PLAN VIEW



AND RAIL NOT SHOWN.


ABUTMENT NOTES:

PILING - NUMBER

BRIDGE LENGTH



7

70'-0

571

7

90'-0

613

7

100'-0

653

7

110'-0

699

7

120'-0

744

8

130'-0

~`869

9

140'-0

~`922

9

150'-0



539

7

80'-0




IN DESIGN PLANS.

PRACTICABLE BUT IN NO CASE TO A BEARING VALUE LESS THAN SHOWN

STEEL ABUTMENT PILES SHALL BE DRIVEN TO FULL PENETRATION IF



BELOW ABUTMENT FOOTING, SPECIAL ANALYSIS MAY BE REQUIRED.

PLACED ON STEEL PILES. IF ROCK IS ENCOUNTERED CLOSER THAN 12'




ALL PILING HP10x42.

J44-39-14

2 @ 6

6t1

| ROADWAY

6

5s1 6t2

8r1 OR 8r2

5s1

6t1 6e4

OR 8e2

8e1

2'-0

@ ABOUT 4'-0 CTRS.

6e3

6t2

| ABUT. BRG. & | PILES

& 44-6e4 DIAGONALS IN SLAB

& 44-6e3 HAIRPINS IN SLAB

2 x 8 x 2'-0 BEVELED KEYWAYS

8u1

6t2

44'-01'-7 1'-7

44-6t1 F.F. & 44-6t2 B.F. OF FOOTING

43 SPA. @ 1'-0 = 43'-0

03-2016

RE

VIS

ED 03-2016 -

RE

VISI

ON

FO

R

AD

DITI

ON

OF

PA

VI

NG

NO

TC

H

BA

R 8u1.

IN SLAB

& 6e4 DIAGONALS

6e3 HAIRPINS

6t1,


SLAB BRIDGES

CONTINUOUS CONCRETE

LA

TE

ST

RE

VISI

ON

DA

TE

AP

PR

OV

ED

BY

BRI

DG

E

EN

GI

NE

ER

JULY, 2014

Highway Division

44'-0 ROADWAY

BOTTOM OF SLAB

22'-022'-0

| ROADWAY

REAR ELEVATION

1'-

1

1'-

1

AB

UT.

BR

G.

6'-

1

@ |

6t2 6e3

5s1

6e3

1'-7 1'-7

3'-

0

8r1 OR 8r2

JOINT

CONSTRUCTION





4'-

9

11̂

BA

RRIE

R

RAIL

10•

OP

EN

RAIL

1'-

3

5s1

6t1

8r

4…

8r

BA

RS

2

EQ.

SP

A.

2'-

0

TO

P

OF

PIL

E6

6

8e

1'-

1

8r

3'-

0

6t2

AT |

2'-

0

TY

P.

TO ABUTMENT AT |

SECTION NORMAL

3'-0

3" CL.

3" C

L.

5d 6c

6e3

6e4

1•" C

L.

2•" C

L.

| ROADWAY

TOP SLAB AT1'-1

BAR

a SLAB

b SLAB BAR

8u1

SEE DETAIL "A"

TO HOLD SPIRAL

SPACERS PUNCHED

3 - L ‡`x`‡`x`„

3" PITCH, WITH


EACH PILE. 7 TURNS

SPIRAL AT TOP OF

6e36t1

8r

8r

8e

1'-

13'-

0

3'-0

4…

4…

8r

BA

RS

1'-

3

6t2

6e4

6

6

2

EQ.

SP

A.

MI

N.

1'-

5

2'-

0

TO

P

OF

PIL

E


SECTION NORMAL TO

3" CL.

3" C

L.

6c 5d

1•" C

L.

2•" C

L.

5s

1'-1

BAR

a SLAB

b SLAB BAR

AT RAIL

TOP SLAB

8u1

SEE DETAIL "A"

TO HOLD SPIRAL

SPACERS PUNCHED

3 - L ‡`x`‡`x`„

3" PITCH, WITH


EACH PILE. 7 TURNS

SPIRAL AT TOP OF


21 SPA. @

2'-1

= 43'-

9; 22-8

u1 BARS

5

45'-6†

44-6t2

BACK FACE O

F FOOTIN

G

43 SPA. @

ABOUT 1'-0

• = 44'-9

•

9„

1'-0Œ

1'-61'-6

10

1'-61'-6

10

ABUTMENT DETAILS


| ROADWAY


1'-7 1'-722'-0 22'-0

45'-6†


STEEL PILING

DETAIL "A"

„" RADIUS

5s2BETWEEN PILES

TYP. 5s1

SPACING

1'-06 E

Q. SPA.

1'-0

6 PILE S

PACES @ ABOUT 7

'-7 =

45'-6†

TYP. 5s1

SPACING

BETWEEN PILES

1'-0

1'-0

4 EQ.

SPA.

140'-0 & 150'-0 BRIDGES

70'-0, 80'-0, 90'-0, 100'-0,

TYP. 5s1

SPACING

BETWEEN PILES

1'-0

1'-0

7 PILE S

PACES @ ABOUT 6

'-6 =

45'-6†

45'-6†

5 EQ.

SPA.

45'-6†

8 PILE S

PACES @ ABOUT 5

'-8 =

45'-6†






4'-

0

PLAN VIEW

& 110'-0 BRIDGES

120'-0 & 130'-0 BRIDGES



AND RAIL NOT SHOWN.


ABUTMENT NOTES:

PILING - NUMBER

BRIDGE LENGTH



7

70'-0

577

7

90'-0

618

7

100'-0

658

7

110'-0

705

8

120'-0

749

8

130'-0

~`875

9

140'-0

~`927

9

150'-0



544

7

80'-0




IN DESIGN PLANS.










ALL PILING HP10x42.

J44-40-14

| ROADWAY15°

7

2 @ 6

5s2

5s1

6t1

6t2

6e3

8r1 OR 8r26e4

2 x 8

x 2'-0 BEVELED K

EYWAYS

8u1

& | PILES

| ABUT. BRG.

6t21'-0

6t1

@ ABOUT 4'-0 CTRS.

1'-

6†

1'-

6†

8e2

8e1 OR

& 44-

6e4 DI

AGONALS IN

SLAB

FRONT FACE O

F FOOTIN

G & 44-

6e3 HAIR

PINS I

N SLAB

43 SPA. @

ABOUT 1'-0

• = 44'-9

•; 44-6

t1 BARS

4'-

0

6t2

IN SLAB

DIAGONALS

& 6e4

6e3 HAIRPINS

6t1,

03-2016

RE

VIS

ED 03-2016 -

RE

VISI

ON

FO

R

AD

DITI

ON

OF

PA

VI

NG

NO

TC

H

BA

R 8u1.


SLAB BRIDGES

CONTINUOUS CONCRETE

LA

TE

ST

RE

VISI

ON

DA

TE

AP

PR

OV

ED

BY

BRI

DG

E

EN

GI

NE

ER

JULY, 2014

Highway Division

6e36t1

8r

8r

8e

1'-

13'-

0

3'-0

4…

4…

8r

BA

RS

1'-

3

6t2

6e4

6

6

2

EQ.

SP

A.

MI

N.

1'-

5

2'-

0

TO

P

OF

PIL

E


SECTION NORMAL TO

3" CL.

3" C

L.

6c 5d

1•" C

L.

2•" C

L.

5s

1'-1

BAR

a SLAB

b SLAB BAR

AT RAIL

TOP SLAB

8u1

SEE DETAIL "A"

TO HOLD SPIRAL

SPACERS PUNCHED

3 - L ‡`x`‡`x`„

3" PITCH, WITH


EACH PILE. 7 TURNS

SPIRAL AT TOP OF

1'-

3

5s1

6t1

8r

4…

8r

BA

RS

2

EQ.

SP

A.

2'-

0

TO

P

OF

PIL

E6

6

8e

1'-

1

8r

3'-

0

6t2

AT |

2'-

0

TY

P.

TO ABUTMENT AT |

SECTION NORMAL

3'-0

3" CL.

3" C

L.

5d 6c

6e3

6e4

1•" C

L.

2•" C

L.

| ROADWAY

TOP SLAB AT1'-1

BAR

a SLAB

b SLAB BAR

8u1

SEE DETAIL "A"

TO HOLD SPIRAL

SPACERS PUNCHED

3 - L ‡`x`‡`x`„

3" PITCH, WITH


EACH PILE. 7 TURNS

SPIRAL AT TOP OF

44'-0 ROADWAY

BOTTOM OF SLAB

22'-022'-0

| ROADWAY

REAR ELEVATION

1'-

1

1'-

1

AB

UT.

BR

G.

6'-

1

@ |

6t2 6e3

5s1

6e3

1'-7 1'-7

3'-

0

8r1 OR 8r2

JOINT

CONSTRUCTION





4'-

9

11̂

BA

RRIE

R

RAIL

10•

OP

EN

RAIL


50'-9•

21 S

PA. @ 2'-4

= 45'-6; 22-

8u1

BARS

7̂

5

44-6t2 B

ACK FACE

OF FOOTI

NG

43 S

PA. @ ABOUT

1'-2 = 4

9'-7•

1'-2

Œ

1'-61'-6

10

1'-61'-6

10

ABUTMENT DETAILS


DETAIL "A"

„" RADIUS

1'-0

1'-0

BETWEEN PI

LES

6 EQ. S

PA.

TYP 5s

1 SP

ACING

| ROADWAY

1'-7 1'-7


22'-0 22'-0

PILE PLAN - 30° SKEWSTEEL PILING

1'-0

BETWEEN PI

LES

TYP 5s

1 SP

ACING

5 EQ. S

PA.

1'-0

5s2

7 PI

LE SP

ACES @

ABOUT 7'-3 = 5

0'-9•

8 PI

LE SP

ACES @

ABOUT 6'-4 = 5

0'-9•

70'-0, 80'-0, 90'-0,

140'-0 BRIDGE






PLAN VIEW

100'-0, 110'-0, 120'-0

& 130'-0 BRIDGES

9 PI

LE SP

ACES @

ABOUT 5'-8 = 5

0'-9•

1'-0

1'-0

4 EQ. S

PA.

TYP 5s

1 SP

ACING

BETWEEN PI

LES

150'-0 BRIDGE



AND RAIL NOT SHOWN.


ABUTMENT NOTES:

PILING - NUMBER

BRIDGE LENGTH



8

70'-0

594

8

90'-0

636

8

100'-0

676

8

110'-0

723

8

120'-0

768

8

130'-0

~`893

9

140'-0

~`946

10

150'-0



562

8

80'-0




IN DESIGN PLANS.










ALL PILING HP10x42.

J44-41-14

2 @ 6

5s2

5s1

6t2

6t1

9

8r1 OR 8r2

IN SLAB

& 6e4 DIAGONALS

6e3 HAIRPINS

6t1,

6t2

| ROADWAY

& | PILES

| ABUT. BRG.

30°

& 44-6

e4 DIA

GONALS I

N SLAB

FRONT FACE

OF FOOTI

NG &

44-6

e3 H

AIRPI

NS IN S

LAB

43 S

PA. @ ABOUT

1'-2 = 5

0'-2; 4

4-6t

1 BARS

2 x

8 x

2'-0 B

EVELED KEYWAYS

@ ABOUT

4'-0 C

TRS.

6t1

OR 8e2

8e1

8u1

6e3

6e4

4'-

0

1'-0

1'-

8Ž

1'-

8Ž

6t2

03-2016

RE

VIS

ED 03-2016 -

RE

VISI

ON

FO

R

AD

DITI

ON

OF

PA

VI

NG

NO

TC

H

BA

R 8u1.


SLAB BRIDGES

CONTINUOUS CONCRETE

LA

TE

ST

RE

VISI

ON

DA

TE

AP

PR

OV

ED

BY

BRI

DG

E

EN

GI

NE

ER

JULY, 2014

Highway Division

44'-0 ROADWAY

BOTTOM OF SLAB

22'-022'-0

| ROADWAY

REAR ELEVATION

1'-

1

1'-

1

AB

UT.

BR

G.

6'-

1

@ |

6t2 6e3

5s1

6e3

1'-7 1'-7

3'-

0

8r1 OR 8r2

JOINT

CONSTRUCTION





4'-

9

11̂

BA

RRIE

R

RAIL

10•

OP

EN

RAIL

1'-

3

5s1

6t1

8r

4…

8r

BA

RS

2

EQ.

SP

A.

2'-

0

TO

P

OF

PIL

E6

6

8e

1'-

1

8r

3'-

0

6t2

AT |

2'-

0

TY

P.

TO ABUTMENT AT |

SECTION NORMAL

3'-0

3" CL.

3" C

L.

5d 6c

6e3

6e4

1•" C

L.

2•" C

L.

| ROADWAY

TOP SLAB AT1'-1

BAR

a SLAB

b SLAB BAR

8u1

SEE DETAIL "A"

TO HOLD SPIRAL

SPACERS PUNCHED

3 - L ‡`x`‡`x`„

3" PITCH, WITH


EACH PILE. 7 TURNS

SPIRAL AT TOP OF

6e36t1

8r

8r

8e

1'-

13'-

0

3'-0

4…

4…

8r

BA

RS

1'-

3

6t2

6e4

6

6

2

EQ.

SP

A.

MI

N.

1'-

5

2'-

0

TO

P

OF

PIL

E


SECTION NORMAL TO

3" CL.

3" C

L.

6c 5d

1•" C

L.

2•" C

L.

5s

1'-1

BAR

a SLAB

b SLAB BAR

AT RAIL

TOP SLAB

8u1

SEE DETAIL "A"

TO HOLD SPIRAL

SPACERS PUNCHED

3 - L ‡`x`‡`x`„

3" PITCH, WITH


EACH PILE. 7 TURNS

SPIRAL AT TOP OF


62'-2•

9‡

21

SPA.

@ 2'-10 = 59'-6; 22-8u1

BARS

1'-10

‡

1'-61'-6

10

1'-61'-6

10

ABUTMENT DETAILS


DETAIL "A"

„" RADIUS

5s2






PLAN VIEW

AND RAIL NOT SHOWN.




ABUTMENT NOTES:




IN DESIGN PLANS.










ALL PILING HP10x42.

J44-42-14

| ROADWAY

1'-0

45°

43 SPA.

@

ABO

UT 1'-5 = 60'-9•

5

5s2

6t1

6t2

5s1

2 @ 6

OR 8r2

8r1

IN SLAB

& 6e4 DIAGONALS

6e3 HAIRPINS

6t1,

6t2

& | PILES

| ABUT. BRG.

2 x 8 x 2'-0 BEVELED KEY

WA

YS

@

ABO

UT 4'-0 CTRS.

6t1

8e2

8e1 OR

6e4

8u1

6t26e3

43 SPA.

@

ABO

UT 1'-5 = 60'-9•; 44-6t1

FRO

NT

& 44-6e4 DIA

GO

NALS IN SLAB

FACE OF FO

OTIN

G

& 44-6e3 HAIR

PIN

S IN SLAB

44-6t2 BACK FACE OF FO

OTIN

G

4'-

0

2'-2

2'-

1‹

2'-

1‹

03-2016

RE

VIS

ED 03-2016 -

RE

VISI

ON

FO

R

AD

DITI

ON

OF

PA

VI

NG

NO

TC

H

BA

R 8u1.


SLAB BRIDGES

CONTINUOUS CONCRETE

LA

TE

ST

RE

VISI

ON

DA

TE

AP

PR

OV

ED

BY

BRI

DG

E

EN

GI

NE

ER

JULY, 2014

Highway Division

6e36t1

8r

8r

8e

1'-

13'-

0

3'-0

4…

4…

8r

BA

RS

1'-

3

6t2

6e4

6

6

2

EQ.

SP

A.

MI

N.

1'-

5

2'-

0

TO

P

OF

PIL

E


SECTION NORMAL TO

3" CL.

3" C

L.

6c 5d

1•" C

L.

2•" C

L.

5s

1'-1

BAR

a SLAB

b SLAB BAR

AT RAIL

TOP SLAB

8u1

SEE DETAIL "A"

TO HOLD SPIRAL

SPACERS PUNCHED

3 - L ‡`x`‡`x`„

3" PITCH, WITH


EACH PILE. 7 TURNS

SPIRAL AT TOP OF

1'-

3

5s1

6t1

8r

4…

8r

BA

RS

2

EQ.

SP

A.

2'-

0

TO

P

OF

PIL

E6

6

8e

1'-

1

8r

3'-

0

6t2

AT |

2'-

0

TY

P.

TO ABUTMENT AT |

SECTION NORMAL

3'-0

3" CL.

3" C

L.

5d 6c

6e3

6e4

1•" C

L.

2•" C

L.

| ROADWAY

TOP SLAB AT1'-1

BAR

a SLAB

b SLAB BAR

8u1

SEE DETAIL "A"

TO HOLD SPIRAL

SPACERS PUNCHED

3 - L ‡`x`‡`x`„

3" PITCH, WITH


EACH PILE. 7 TURNS

SPIRAL AT TOP OF

44'-0 ROADWAY

BOTTOM OF SLAB

22'-022'-0

| ROADWAY

REAR ELEVATION

1'-

1

1'-

1

AB

UT.

BR

G.

6'-

1

@ |

6t2 6e3

5s1

6e3

1'-7 1'-7

3'-

0

8r1 OR 8r2

JOINT

CONSTRUCTION





4'-

9

11̂

BA

RRIE

R

RAIL

10•

OP

EN

RAIL


ABUTMENT DETAILS



STEEL PILING

1'-3

1'-3

62'-2•

1'-3

1'-3

1'-7 1'-722'-0 22'-0

| ROADWAY


1'-0

TYP. 5s1

SPACIN

G

1'-0

1'-0

1'-0

62'-2•

TYP. 5s1

SPACIN

G

6 EQ. SPA.

140'-0 &

150'-0

BRIDGES

5 EQ. SPA.

BET

WEEN PIL

ES

BET

WEEN PIL

ES

8 SPA.

@

ABO

UT 7'-9 = 62'-2•

9 SPA.

@

ABO

UT 6'-11 = 62'-2•

NOTE:

ALL PILES ARE TO BE ORIENTED WITH WEBS PERPENDICULAR

TO THE | OF THE ROADWAY AS SHOWN.

& 130'-0 BRIDGES

110'-0, 120'-0,

90'-0, 100'-0,

70'-0, 80'-0,

PILING - NUMBER

BRIDGE LENGTH



9

70'-0

632

9

90'-0

674

9

100'-0

715

9

110'-0

762

9

120'-0

807

9

130'-0

~`933

10

140'-0

~`986

10

150'-0



599

9

80'-0

J44-43-14


SLAB BRIDGES

CONTINUOUS CONCRETE

LA

TE

ST

RE

VISI

ON

DA

TE

AP

PR

OV

ED

BY

BRI

DG

E

EN

GI

NE

ER

JULY, 2014

Highway Division


ABUTMENT DETAILS

STEEL PILING

NOTE: DIMENSIONS ARE OUT TO OUT. D = PIN DIAMETER.

BENT BAR DETAILS

D=2•

6

2'-

6

15° SKEW

30° SKEW

45° SKEW

2'-7‚

2'-11•

3'-9

6

2'-6

5s1 & 5s2

5s1

5s2

5s2

5s2

1'-5

26'-11

27'-9

30'-4

0° SKEW

15° SKEW

30° SKEW

8r1

36'-1 45° SKEW

1'-5

21'-11

22'-8

25'-4

0° SKEW

15° SKEW

30° SKEW

8r2

31'-045° SKEW

SKEW

ANGLE

(`TYP.`)

SKEW

ANGLE

(`TYP.`)

NOTE: THE PILE SPIRALS AND SPIRAL SPACERS ARE TO BE NON-COATED REINFORCING BUT MAY BE EPOXY COATED AT THE CONTRACTORS OPTION AND EXPENSE.


BILL OF REINFORCING STEEL - ONE ABUTMENT - 0° SKEW70'-0 80'-0 90'-0 100'-0 110'-0 120'-0 130'-0 140'-0 150'-0

SHAPE NO. NO. NO. NO. NO.LENGTH NO. NO. NO. NO.WEIGHT WEIGHT WEIGHT WEIGHT WEIGHT WEIGHT WEIGHT WEIGHT WEIGHT

70'-0 80'-0 90'-0 100'-0 110'-0 120'-0 130'-0 140'-0 150'-0


70'-0 80'-0 90'-0 100'-0 110'-0 120'-0 130'-0 140'-0 150'-0

SHAPE

70'-0 80'-0 90'-0 100'-0 110'-0 120'-0 130'-0 140'-0 150'-0




BRIDGE LENGTH

BRIDGE LENGTH

BRIDGE LENGTH

BRIDGE LENGTH

NO. NO. NO. NO. NO.LENGTH NO. NO. NO. NO.WEIGHT WEIGHT WEIGHT WEIGHT WEIGHT WEIGHT WEIGHT WEIGHT WEIGHTLOCATIONMARK

LOCATIONMARK





2361 2361 2371 2359 2359

#2

6t2

6t1

5s1

8r2

8r1

21

7

50

50

46

7

7

1'-10

38'-6

5'-7

5'-0

11'-0

23'-4

28'-4

27

45

419

376

528

436

530

2361

21

7

50

50

46

7

7

27

45

419

376

528

436

530

21

7

50

50

46

7

7

27

45

419

376

528

436

530

21

7

50

50

46

7

7

27

45

419

376

528

436

530

21

7

50

50

46

7

7

27

45

419

376

528

436

530

21

7

50

50

46

7

7

27

45

419

376

528

436

530

24

8

50

50

46

7

7

31

51

419

376

528

436

530

37

9

50

50

44

7

7

35

58

419

376

505

436

530

27

9

50

50

44

7

7

35

58

419

376

505

436

530

2361 2361 2361

1'-10

38'-6

5'-7

5'-0

11'-3

11'-0

24'-1

29'-2

#2

6t2

6t1

5s2

5s1

8r2

8r1

21

7

50

50

4

42

7

7

27

45

419

376

47

482

450

545

2391

21

7

50

50

4

42

7

7

21

7

50

50

4

42

7

7

21

7

50

50

4

42

7

7

21

7

50

50

4

42

7

7

24

8

50

50

4

42

7

7

24

8

50

50

4

42

7

7

27

9

50

50

4

40

7

7

27

9

50

50

4

40

7

7

#2

6t2

6t1

5s2

5s1

8r2

8r1

1'-10

38'-6

5'-7

5'-0

11'-11

11'-0

26'-9

31'-9

24

8

50

50

4

49

7

7

31

51

419

376

50

562

500

593

2582

24

8

50

50

4

49

7

7

24

8

50

50

4

49

7

7

24

8

50

50

4

49

7

7

24

8

50

50

4

49

7

7

24

8

50

50

4

49

7

7

24

8

50

50

4

49

7

7

27

9

50

50

4

48

7

7

30

10

50

50

4

45

7

7

#2

6t2

6t1

5s2

5s1

8r2

8r1

1'-10

38'-6

5'-7

5'-0

13'-6

11'-0

32'-5

37'-6

27

9

50

50

4

56

7

7

35

58

419

376

56

642

606

701

2893

27

9

50

50

4

56

7

7

27

9

50

50

4

56

7

7

27

9

50

50

4

56

7

7

27

9

50

50

4

56

7

7

27

9

50

50

4

56

7

7

27

9

50

50

4

56

7

7

30

10

50

50

4

54

7

7

BRIDGE LENGTH

UNITLOCATION


UNIT

UNIT

QUANTITYUNIT

NO.

C.Y.

LBS.

NO.

C.Y.

LBS.

NO.

C.Y.

LBS.

NO.

C.Y.

LBS.



QUANTITY

QUANTITY

QUANTITY

LOCATION

BRIDGE LENGTH

LOCATION

BRIDGE LENGTH

LOCATION

BRIDGE LENGTH






PREBORE HOLES FT.

PREBORE HOLES FT.

PREBORE HOLES FT.

PREBORE HOLES FT.





70'-0

15.7

2361

7

-

80'-0

15.7

2361

7

-

90'-0

15.7

2361

7

-

100'-0

15.7

2361

7

-

110'-0

15.7

2361

7

-

120'-0

15.7

2361

7

-

130'-0

15.7

2371

8

-

140'-0

15.7

2359

9

150'-0

15.7

2359

9

70'-0

16.3

2391

7

-

80'-0

16.3

2391

7

-

90'-0

16.3

2391

7

-

100'-0

16.3

2391

7

-

110'-0

16.3

2391

7

-

120'-0

16.3

2401

8

-

130'-0

16.3

2401

8

-

140'-0

16.3

2389

9

150'-0

16.3

2389

9

70'-0

18.2

2582

8

-

80'-0

18.2

2582

8

-

90'-0

18.2

2582

8

-

100'-0

18.2

2582

8

-

110'-0

18.2

2582

8

-

120'-0

18.2

2582

8

-

130'-0

18.2

2582

8

-

140'-0

18.2

2582

9

150'-0

18.2

2557

10

100

70'-0

22.3

2893

9

-

80'-0

22.3

2893

9

-

90'-0

22.3

2893

9

-

100'-0

22.3

2893

9

-

110'-0

22.3

2893

9

-

120'-0

22.3

2893

9

-

130'-0

22.3

2893

9

-

140'-0

22.3

2881

10

150'-0

22.3

2881

10

100100

27

45

419

376

47

482

450

545

27

45

419

376

47

482

450

545

27

45

419

376

47

482

450

545

27

45

419

376

47

482

450

545

31

51

419

376

47

482

450

545

31

51

419

376

47

482

450

545

35

58

419

376

47

459

450

545

35

58

419

376

47

459

450

545

2391 2391 2391 2391 2401 2401 2389 2389

31

51

419

376

50

562

500

593

31

51

419

376

50

562

500

593

31

51

419

376

50

562

500

593

31

51

419

376

50

562

500

593

31

51

419

376

50

562

500

593

31

51

419

376

50

562

500

593

35

58

419

376

50

551

500

593

39

64

419

376

50

516

500

593

2582 2582 2582 2582 2582 2582 2582 2557

35

58

419

376

56

642

606

701

35

58

419

376

56

642

606

701

35

58

419

376

56

642

606

701

35

58

419

376

56

642

606

701

35

58

419

376

56

642

606

701

35

58

419

376

56

642

606

701

39

64

419

376

56

620

606

701

30

10

50

50

4

54

7

7

39

64

419

376

56

620

606

701

2893 2893 2893 2893 2893 2893 2881 2881

STEEL PILING HP 10x42




90 90

90 90

90

6t2

4'-

1

1'-6

D=4•

D=6

D=6

J44-44-14


PILE SPIRAL







PILE SPIRAL








PILE SPIRAL








PILE SPIRAL








SLAB BRIDGES

CONTINUOUS CONCRETE

LA

TE

ST

RE

VISI

ON

DA

TE

AP

PR

OV

ED

BY

BRI

DG

E

EN

GI

NE

ER

JULY, 2014

Highway Division



PART ELEVATION VIEW

JOINT SEALER ON

TOP AND SIDES

‚" MIN.

(TYPICAL)

BOND

BREAKING

COATING

HATCHED AREA

INDICATES AREA

OF BOND BREAKING

COATING.

PART PLAN VIEW

BARRIER RAIL JOINT DETAILS

*

ROADWAY WIDTH

5g2

POI

NT

S

OF

IN

TE

RS

EC

TI

ON

*

*

5g1

5f1

4

EQ

UA

L S

PA. - 5f

1 S

PA

CI

NG

1'-7

2

2'-

9†

3

3

2•

…

TY

P.

5

5

7

9•

10

2'-

0

R=10"

R=1•"3

3

1"

2'-

10

PART SECTION A-A

DENOTES THE MAXIMUM

VALUE FOR THIS DIMENSION.

THIS DIMENSION MAY VARY

DUE TO CONSTRUCTION

INACCURACIES.

ƒ"

70'-0BRIDGE LENGTH

0° 15° 30° 45°

80'-0 90'-0 100'-0 110'-0

E

C

DI

ME

NSI

ON

OR

NU

MB

ER

SKEW

TABLE OF BARRIER RAIL DIMENSIONS AND NUMBERS

120'-0 130'-0 140'-0 150'-0

A (FT.-IN.)

B (FT.-IN.)

D (FT.-IN.)

F (IN.)

81'-0

67'-0

66

66'-0

67

6

0° 15° 30° 45° 0° 15° 30° 45° 0° 15° 30° 45° 0° 15° 30° 45° 0° 15° 30° 45° 0° 15° 30° 45° 0° 15° 30° 45° 0° 15° 30° 45°

81'-5•

67'-5•

66

66'-0

67

8ƒ

82'-3

68'-3

67

67'-0

68

7•

91'-0

77'-0

76

76'-0

77

6

92'-3

78'-3

77

77'-0

78

7•

101'-0

87'-0

86

86'-0

87

6

102'-3

88'-3

87

87'-0

88

7•

121'-0

107'-0

106

106'-0

107

6

121'-1‚

107'-1‚

106

106'-0

107

6†

122'-3

108'-3

107

107'-0

108

7•

131'-0

117'-0

116

116'-0

117

6

132'-3

118'-3

117

117'-0

118

7•

141'-0

127'-0

126

126'-0

127

6

142'-3

128'-3

127

127'-0

128

7•

151'-0

137'-0

136

136'-0

137

6

151'-5•

137'-5•

136

136'-0

137

8ƒ

152'-3

138'-3

137

137'-0

138

7•

161'-0

147'-0

146

146'-0

147

6

161'-5•

147'-5•

146

146'-0

147

8ƒ

162'-3

148'-3

147

147'-0

148

7•

91'-1‚

77'-1‚

76

76'-0

77

6†

91'-5•

77'-5•

76

76'-0

77

8ƒ

101'-1‚

87'-1‚

86

86'-0

87

6†

101'-5•

87'-5•

86

86'-0

87

8ƒ

111'-0

97'-0

96

96'-0

97

6

111'-1‚

97'-1‚

96

96'-0

97

6†

111'-5•

97'-5•

96

96'-0

97

8ƒ

112'-3

98'-3

97

97'-0

98

7•

131'-5•

117'-5•

116

116'-0

117

8ƒ

151'-1‚

137'-1‚

136

136'-0

137

6†

161'-1‚

147'-1‚

146

146'-0

147

6†

81'-1‚

67'-1‚

66

66'-0

67

6†

121'-5•

107'-5•

106

106'-0

107

8ƒ

131'-1‚

117'-1‚

116

116'-0

117

6†

141'-1‚

127'-1‚

126

126'-0

127

6†

141'-5•

127'-5•

126

126'-0

127

8ƒ

MIN. LAP MAX. 6

7'-0 END SECTION

5f1 5g1

5g2

ELEVATION OF BARRIER RAIL

2'-2

TYPICAL PERMISSIBLE

CONSTRUCTION JOINTCONSTRUCTION

JOINT

CONSTRUCTION

JOINTLINES OF

INTERSECTION

SEE BARRIER RAIL

END SECTION DETAILS

SEE BARRIER RAIL

END SECTION DETAILS

7'-0 END SECTION

F

"B" STANDARD BARRIER RAIL SECTION

F"C" SPACES AT 1'-0 = "D" ; "E" - 5g1 & 5g2

BARRIER RAIL NOTES:

"A" END TO END OF BARRIER RAIL (`BID LENGTH`)

J44-45-14

A

A

MINIMUM CLEAR DISTANCE FROM FACE OF CONCRETE TO NEAR


THE PERMISSIBLE CONSTRUCTION JOINTS ARE TO BE PLACED

BETWEEN VERTICAL BARS AT A MINIMUM SPACING OF 20 FEET.

CONSTRUCTION JOINT CONTACT SURFACES ARE TO BE COATED

WITH AN APPROVED BOND BREAKER.

COST OF THE JOINT SEALER AND BOND BREAKER SHALL BE

CONSIDERED INCIDENTAL TO OTHER CONSTRUCTION.

THE CONCRETE BARRIER RAIL IS TO BE BID ON A LINEAL FOOT

BASIS. THE NUMBER OF LINEAL FEET OF BARRIER RAIL INSTALLED

WILL BE PAID FOR AT THE CONTRACT PRICE PER LINEAL FOOT BASED

ON PLAN QUANTITIES. PRICE BID FOR "CONCRETE BARRIER RAILING"

SHALL BE FULL COMPENSATION FOR FURNISHING ALL MATERIAL,

EXCLUDING REINFORCING STEEL, AND ALL OF THE EQUIPMENT AND

LABOR REQUIRED TO ERECT THE RAIL IN ACCORDANCE WITH THESE

PLANS AND CURRENT SPECIFICATIONS.

ALL BARRIER RAIL REINFORCING STEEL IS TO BE INCLUDED WITH

THE SUPERSTRUCTURE REINFORCING STEEL.

TOP OF THE BARRIER RAIL IS TO BE PARALLEL TO THE

THEORETICAL | GRADE.

CONCRETE BARRIER RAILS PLACED USING THE SLIPFORM METHOD

WILL REQUIRE THE USE OF A CLASS BR CONCRETE IN ACCORDANCE

CAST-IN-PLACE BARRIER RAILS SHALL USE CLASS C MIX. CLASS D

CONCRETE IS NOT PERMITTED FOR CONCRETE BARRIER RAILS

(CAST-IN-PLACE OR SLIPFORMED METHOD).

WITH ARTICLE 2513.03, A, 2, OF THE STANDARD SPECIFICATION.





COST OF THE RAILING.

WORK TO DO THE INSTALLATION IS CONSIDERED INCIDENTAL TO THE

JUNCTION BOXES AND FITTINGS INCLUDING LABOR AND ANY ADDITIONAL

IF CONDUIT IS REQUIRED IN THIS PLAN THE RIGID STEEL CONDUIT,

IS REQUIRED.

SEALER MARKETED FOR OUTDOOR USE. NO TESTING OR CERTIFICATION

THE JOINT SEALER SHALL BE LIGHT GRAY NONSAG LATEX CAULKING

CROSS SECTIONAL AREA OF THE STANDARD SECTION OF THE BARRIER

RAIL = 2.84 SQUARE FEET.


SLAB BRIDGES

CONTINUOUS CONCRETE

LA

TE

ST

RE

VISI

ON

DA

TE

AP

PR

OV

ED

BY

BRI

DG

E

EN

GI

NE

ER

JULY, 2014

Highway Division


BARRIER RAIL DETAILS J44-46-14

SECTION BAR LOCATION SHAPE NO. LENGTH WEIGHT

VERTICAL

LONGITUDINAL

5g1

5f1

(INCLUDE WITH SUPERSTRUCTURE REINFORCING)

5'-11

NO. LENGTH WEIGHT NO. LENGTH WEIGHT NO. LENGTH WEIGHT NO. LENGTH WEIGHT NO. LENGTH WEIGHT NO. LENGTH WEIGHT NO. LENGTH WEIGHT

70'-0 80'-0 90'-0 100'-0 110'-0 120'-0 130'-0 140'-0BRIDGE LENGTH

NO. LENGTH WEIGHT

150'-0

SE

CTI

ON

ST

AN

DA

RD

36 35'-1

5'-11 963

54

5'-11

54

5'-11

54

5'-11

54

5'-11

72

5'-11

72

5'-11

72

5'-11

72

TOTAL (LBS.) TOTAL (LBS.) TOTAL (LBS.) TOTAL (LBS.) TOTAL (LBS.) TOTAL (LBS.) TOTAL (LBS.) TOTAL (LBS.) TOTAL (LBS.)

156

27'-5

176

30'-9

196

34'-1

216

37'-5

236

31'-2

256 276

36'-2

296

38'-8

136

33'-8

839

REINFORCING QUANTITIES SHOWN ARE BASED ON 45° SKEW BID LENGTHS.

EPOXY REINFORCING STEEL-TWO BARRIER RAILS

1827

2904

1703

2716

1580

2528

1456

2340

1333

2107

1210

1920

1086

173215441317

SECTION BAR LOCATION SHAPE NO. LENGTH WEIGHT

VERTICAL5g2

(INCLUDE WITH SUPERSTRUCTURE REINFORCING)


70'-0 80'-0 90'-0 100'-0 110'-0 120'-0 130'-0 140'-0BRIDGE LENGTH

NO. LENGTH WEIGHT

150'-0

SE

CTI

ON

ST

AN

DA

RD

136 7'-9 8'-2

TOTAL (LBS.) TOTAL (LBS.) TOTAL (LBS.) TOTAL (LBS.) TOTAL (LBS.) TOTAL (LBS.) TOTAL (LBS.) TOTAL (LBS.) TOTAL (LBS.)

156 176 7'-1 196 7'-4 216 7'-6 236 256 276 296 8'-56'-10 6'-11 7'-11969


25982351211419081690149913001125

STAINLESS STEEL REINFORCING STEEL-TWO BARRIER RAILS

END SECTION

CONCRETE BARRIER RAIL QUANTITIES

CONCRETE PLACEMENT SUMMARY

UNIT

L.F.CONCRETE BARRIER RAILING

BRIDGE LENGTH

0° SKEW




15° SKEW

30° SKEW

45° SKEW

70'-0 80'-0 90'-0 100'-0 110'-0 120'-0 130'-0 140'-0

STANDARD SECTION *

BRIDGE LENGTH 70'-0 80'-0 90'-0 100'-0 110'-0 120'-0 130'-0 140'-0

150'-0

150'-0

14.4

2.6

17.0

16.5

2.6

19.1

18.6

2.6

21.2

20.7

2.6

23.3

22.8

2.6

25.4

24.9

2.6

27.5

27.0

2.6

29.6

29.1

2.6

31.7

31.2

2.6

33.8

162.0

162.2

162.9

182.0

182.2

182.9

202.0

202.2

202.9

222.0

222.2

222.9

242.0

242.2

242.9

262.0

262.2

262.9

282.0

282.2

282.9

302.0

302.2

302.9

322.0

322.2

322.9

LENGTH"a"

6'-11

BRIDGE

70'

80'

90'

100'

110'

120'

130'

6'-10

7'-11

1'-2

1'-2ƒ

1'-3ƒ

1'-5

1'-6

1'-7•

1'-8ƒ5g1

5g2

1'-0

D=4ƒ

D=3ƒ

D=3ƒ

8‚ 1…

2'-

7

2'-

4

2'-

0ƒ

6‚

5Š

7

5•

5• 3ƒ

5‚

7‚

77‚

6‹

8‰

5g2 BARS

BENT BAR DETAILS"a""a" + 1'-

3

1'-

10„

"D"= PIN DIAMETER.

NOTE: ALL DIMENSIONS ARE OUT TO OUT.

7'-1

7'-4

7'-6

7'-9

140'

150'

8'-2

8'-51'-11•

1'-10

164.5 184.5 204.5 224.5 244.5 264.5 284.5 304.5 324.5

2 x B @ 0.1052 CU. YDS. PER FT.

4 @ 0.65 CU. YDS.

TOTAL (CU. YDS.)

4 END SECTIONS @ 266 LBS.

4 END SECTIONS @ 192 LBS.

106410641064106410641064106410641064

768768768768768768768768768

3220

1737

3571 3882 4194 4504 4860

1893 2068 2267 2458 2676 2882 3119 3366

5172 5483 5795

09-14

BASED ON 45° SKEW BID LENGTHS.

CONCRETE QUANTITIES SHOWN ARE

* SEE J44-45-14 FOR DIMENSION "B".

RE

VIS

ED 09-14 -

CH

AN

GE

D

RE

FE

RE

NC

E

TO

TH

E J44-45-14 S

TA

ND

AR

D

FO

R

DI

ME

NSI

ON "B" I

NS

TE

AD

OF J44-45-06

ST

AN

DA

RD.


SLAB BRIDGES

CONTINUOUS CONCRETE

LA

TE

ST

RE

VISI

ON

DA

TE

AP

PR

OV

ED

BY

BRI

DG

E

EN

GI

NE

ER

JULY, 2014

Highway Division


BARRIER RAIL END SECTION J44-47-14

BENT BAR DETAILS

D=4•

6

D=4•

D=3ƒ

7

"X"

5c5-5c10

D = PIN DIAMETER.

NOTE: ALL DIMENSIONS ARE OUT TO OUT.

4

D=4•

2'-

6

10ƒ

11

2

4

D=3ƒ

4t1

5†

3•

3‰

6•

BAR "X"

5c6

5c7

5c8

5c9

5c10

5c5

0'-10‚

1'-0‚

6d2

5'-10 0'-8•

1'-4

1'-2

0'-6•

0'-

11

&1̀'-

2•

8†

&1̀'-

0„

2'-

2

1'-3ˆ

1'-9

‰

2

EA.

2

EA.

6

D=4•

3'-

9

6c1 6c4

D=4•

6c2 6c3

2'-

6

3'-

9

4

BAR LOCATION SHAPE NO. LENGTH

6c1

6d1

6d2

CONCRETE PLACEMENT SUMMARY SECTION TOTAL

EPOXY COATED REINF. STEEL - ONE END SECT.

5d3

6c2

0.65 CU. YD.BARRIER RAIL ONE END SECTION

4t1 VARIES

6'-8

12

4

6

8

1

4 5

WEIGHT

17

81

4

2'-10

5'-6 99

6'-9

60

3'-9

BAR LOCATION SHAPE NO. LENGTH

VARIES 5c5-10

6c3 4

6 23

WEIGHT

25

6c4 12 8'-0

4'-1

144

STAINLESS STEEL REINF. STEEL - ONE END SECT.

266

192

EPOXY REINF. TOTAL WEIGHT (LBS.)

STAINLESS STEEL TOTAL WEIGHT (LBS.)

RAIL, VERTICAL

RAIL, VERTICAL

RAIL, HORIZONTAL

RAIL, HORIZONTAL

RAIL, HORIZONTAL

RAIL, ABUTMENT WING TIE BARS

RAIL, VERTICAL

RAIL, VERTICAL

RAIL, VERTICAL

2'-

10

4'-02'-01'-03

72'-

0

81'-8

1'-

10

3Ž

3Ž

7†

7†

5 TO 7

SLOPE

VERTICAL

7'-0 END SECTION

2'-

10

PART PLAN VIEW

1'-

7

1'-

7

2•

5

2'-01'-0 4'-0

1•

82

7•

PART ELEVATION VIEW

PART VIEW F-F

7'-0 END SECTION

PART VIEW E-E

GUTTER LINE

| 1"½ HOLES

| 1"½ HOLES

WING

TOP OF

STANDARD RAIL

JOINT

CONSTRUCTION

INTERSECTION

LINES OF

SECTION D-D.

SECTION B-B, SECTION C-C AND

CORNERS FOR VIEW A-A,

USED WHEN CONSTRUCTING THE

ARE TYPICAL AND SHALL BE

THE 10" RADIUS AND 1•" RADIUS

NOTE:

RAIL IS ROUGHENED CONCRETE.

TOP OF WING AND BARRIER

CONSTRUCTION JOINT BETWEEN

NOTE:

10

2'-

9†

2'-

10

2'-

07

3

VIEW A-A SECTION B-B SECTION D-D

2• 58

10

2

1'-

11

MI

N.

…

10

2'-

9†

2'-

10

2'-

07

3

SECTION C-C

2• 5

1'-

11

MI

N.

…

6c26c1

6c3 6c4

6c1

5d3

5c5-10

6c4

6c4 5c5-10

6c1

5d3

R=10"

R=1•"

6d1 6d2

1•

10 7•

1•

2

6d2

6d2

| 1"½ HOLES

10

10

4t1(TYP.)

JOINT

CONSTR.

POI

NT

S

OF I

NT

ER

SE

CTI

ON

POI

NT

S

OF I

NT

ER

SE

CTI

ON

3

7'-0 END SECTION

7'-0 END SECTION

2'-

10

81'-8

6c1

5c5-10

4t1

4t1

6c4

6c2

6c3

6 @ 5‚= 2'-7• 5 @ 6 = 2'-6

3 @ 6=1'-6

1'-0• 1'-5•

1"½

HOLES

6d2

6d1

5d3

5c5-5c10

SPACING

6d

3‡

3‡

1'-

6

LEVEL OF 6d2 IN WING FOOTING.

4t1 PLACEMENT- 2 BARS EACH

NOTE:

3Ž

3Ž

2'-

3

MI

N. (T

YP)

6d2

1'-

62'-

3

MI

N.

29•

| 1"½ HOLES 6d2

6d1

JOINT

CONSTRUCTION

6d16d2

2'-

3

MI

N. (T

YP)

WI

NG

AB

UT.

3Ž

3Ž

8 8

4•

3‡2 @ 7•

2 @ 7•

= 1'-3

= 1'-3

2…

3•

2…

3•

8‚

8‚

WING

ABUT.

TOP OF

VERTICALLY

2• TO 24

OF WALL

SLOPE FACE

ABUTMENT SHEET.

ARE SHOWN ON THE WING

DETAILS FOR PLACEMENT

ABUTMENT WING. THE

BE PLACED WITH THE

6d2 AND 4t1 BARS ARE TO

THE 6c4, 6c3, 5c5-10, 2`-

NOTE:

SHEET FOR PLACEMENT.

STEEL. SEE WING ABUTMENT

ABUTMENT WING REINFORCING

TOP OF WING ARE THE

DASHED LINES BELOW THE

NOTE:

BE INCLUDED IN PRICE BID FOR CONCRETE BARRIER RAILING.

PROVIDE 5 HOLES FORMED WITH 1"½ PVC PIPE. COST TO

F

A

A B

B

C

C D

D

F

E E

RE

VIS

ED 03-2016 -

RE

FE

RE

NC

E

TO "1"½

PV

C

PIP

E"

WA

S

CH

AN

GE

D

FR

OM "1"½

PL

AS

TIC

CO

ND

UIT".

RE

VIS

ED 09-2016 -

RE

MO

VE

D "N

OT

E:

REI

NF

OR

CI

NG

ST

EE

L

QU

AN

TITIE

S

AR

E I

NC

LU

DE

D

ON

TH

E

SU

MM

AR

Y

QU

AN

TITIE

S

SH

EE

T."

09-2016


SLAB BRIDGES

CONTINUOUS CONCRETE

LA

TE

ST

RE

VISI

ON

DA

TE

AP

PR

OV

ED

BY

BRI

DG

E

EN

GI

NE

ER

JULY, 2014

Highway Division


82

1•

3

3‡

2'-4Ž1'-7‰2'-01'-0

1'-

3

1'-

02

2

3 4•1'-3

3'-04'-0

7'-0 END SECTION

1'-1

24-6c1, 5-4c4, 4-4c5

2'-

3

MI

N. (̀

TY

P.̀)

1"

= 1'-6

3`@`6

= 1'-3

2`@`7•

OPEN RAIL DETAILS

(`TL-4`)

JOINT

ROUGHENED6j1

PART SECTION D-D

1"

2

21'-0

4j3

1'-3

1• CLR.

6h1

(`TYP.`)

END SECTION END SECTION

1'-6 1'-0

4j2 TIES

4j3 TIES

EQ. SPA. @ 6"(`}`)

(`TYP. BETWEEN POSTS`)

6j1 (`TYP.`)

7'-0 7'-0

RAIL PANEL (`TYP.`)

2-4j3 TIES EACH END OF

3 4•

4t1

2'-

10

1'-

107

†7†

1'-88

3Ž

3Ž

1'-0

| 1"½ HOLES

2

2'-

8

1'-0

C

C

6d2

3 SPA. @ 3

1'-64j3 TIES

| END POST

| END POST

PART PLAN VIEW

ƒ"

PART ELEVATION VIEW

COATING

BREAKING

BOND

| INTERIOR POST (`TYP.`)

6h1 (`TYP.`)

4j4 (`END POST`)

4j2 (`INTERIOR POST`)

45° SKEW = 2'-2

30° SKEW = 2'-0

CONST. JT.

CONST. JT.

"A" = END TO END OPEN RAIL (`BID LENGTH`)

"B" = END TO END OF SLAB OPEN RAIL SECTION

TOP AND SIDES

JOINT SEALER ON

MIN. SPLICE

3'-6

81'-0

67'-0

81'-5•

67'-5•

82'-3

68'-3

91'-0

77'-0

92'-3

78'-3

101'-0

87'-0

102'-3

88'-3

121'-0

107'-0

121'-1‚

107'-1‚

122'-3

108'-3

131'-0

117'-0

132'-3

118'-3

141'-0

127'-0

142'-3

128'-3

151'-0

137'-0

151'-5•

137'-5•

152'-3

138'-3

161'-0

147'-0

161'-5•

147'-5•

162'-3

148'-3

91'-1‚

77'-1‚

91'-5•

77'-5•

101'-1‚

87'-1‚

101'-5•

87'-5•

111'-0

97'-0

111'-1‚

97'-1‚

111'-5•

97'-5•

112'-3

98'-3

131'-5•

117'-5•

151'-1‚

137'-1‚

161'-1‚

147'-1‚

81'-1‚

67'-1‚

121'-5•

107'-5•

131'-1‚

117'-1‚

141'-5•

127'-5•

141'-1‚

127'-1‚

70'-0|-| ABUT. BRG

0° 15° 30°

90'-0 100'-0 110'-0 120'-0 130'-0

0° 15° 30° 0° 15° 30° 0° 15° 30° 0° 15° 30° 0° 15° 30° 0° 15° 30°SKEW

A (`FT.-IN.`)

B (`FT.-IN.`)

OR

NU

MB

ER

DI

ME

NSI

ON

TABLE OF OPEN RAIL DIMENSIONS AND NUMBERS

80'-0 140'-0

0° 15° 30°

150'-0

0° 15° 30°45° 45° 45°45°45°45°45°45°45°

"C" POST SPACES @ "D"

D (`FT.-IN.`) 7'-9

8 8 8 8

7'-10• 7'-10• 7'-11‰ 7'-11‡

10 10 10 10 11 11 11 11

7'-3† 7'-3ƒ 7'-4‰ 7'-4• 7'-6Œ 7'-6• 7'-7ˆ 7'-7Œ

12 12 12 12 13 13 13 13 15 15 15 15

7'-9„ 7'-9‹ 7'-9• 7'-11ˆ 7'-11‰ 7'-11• 7'-11• 7'-6… 7'-6• 7'-6ƒ 7'-7„

16 16 16 16 17 17 17 17 18 18 18 18

7'-8‚ 7'-8Š 7'-8† 7'-8• 7'-9‡ 7'-9• 7'-10‰ 7'-10• 7'-11Š 7'-11… 7'-11† 7'-11•

C

1'-0

2'-

0

1•

CL

R.

4j2 6j1

2(̀

TY

P.̀)

6j1 (`TYP.`)

INTERIOR POST DETAILS

3

EQ.

SP

A.

1'-0

1•

CL

R.

4j4 6j1

2

END POST DETAILS

(̀T

YP.̀)

6j1 (`TYP.`)

3'-

0

4

EQ.

SP

A.

2'-

8

ELEVATION OF OPEN RAIL LAYOUT

VA

RI

AB

LE

6d2

VIEW A-A

8

6d2

1'-

6

6c2

6d1

6c3

6d1

SECTION B-B

10

6d2

4c4

6d2

2'-

3

MI

N.

2

2

1'-

62'-

3

MI

N. (T

YP)

3

WING

ABUT.

TOP OF

1• 1•

1"½ HOLES

D

D

A B C

A B C

PART PLAN VIEW

1•

5

= 2'-7•

6 SPA. @ 5‚

=`2'-6

5 SPA. @ 6

6d1 6d2

6 6

= 2'-7•

6 @ 5‚

PART PLAN SECTION

6d1 BACK FACE

6d2 FRONT FACE

(`TYP.`)

‚" MIN.

COATING

OF BOND BREAKING

INDICATES AREA

HATCHED AREA

EDGE OF POST

| POST

6d2

SECTION C-C

1'-1

6d2

6

6c1

4t1

(TYP.)

JOINT

CONSTR.

1•

3‡

3Ž

3Ž

6‚

73‚

4c5

2'-

10

SLAB

BRIDGE

TOP OF

6d1

6c1

6c2

6c3

DETAIL RAIL CHAMFER

OPEN RAIL`)

(`REQUIRED AT ENDS OF

45° SKEW = 2'-2

30° SKEW = 2'-0

( ƒ" MAX.`)

PERMISSIBLE GAP

1'-

01'-

8

1'-

01'-

8

JOINT DETAILS AT END SECTION

J44-48-14

4c4

6c1

BID FOR CONCRETE OPEN RAILING.

PIPE. COST TO BE INCLUDED IN PRICE

PROVIDE 5 HOLES FORMED WITH 1"½ PVC

03-2016

RE

VIS

ED 03-2016 -

RE

FE

RE

NC

E

TO "1"½

PV

C

PIP

E"

WA

S

CH

AN

GE

D

FR

OM "1"½

PL

AS

TIC

CO

ND

UIT".

(`TYP.`)

BEVELED KEYWAY

1" x 4 x 1'-0

OPTIONAL JOINT

(TYP. EACH POST)TOP AND SIDESCHAMFER RAIL ƒ"

15° SKEW = 2'-0

0° SKEW = 2'-0

15° SKEW = 2'-0

0° SKEW = 2'-0


SLAB BRIDGES

CONTINUOUS CONCRETE

LA

TE

ST

RE

VISI

ON

DA

TE

AP

PR

OV

ED

BY

BRI

DG

E

EN

GI

NE

ER

JULY, 2014

Highway Division


10ƒ

2'-0 2'-2•

3

1'-7•1ƒ

10† 1'-7‚

OPEN RAIL DETAILS

(`TL-4`)J44-49-14

70'-0 110'-0 120'-0 130'-0

END SECTION 4 @ 0.687 CU. YDS.

CONCRETE PLACEMENT QUANTITIES NOTE: THESE VALUES TO BE USED FOR ALL SKEWS.

TOTAL CU. YDS.

80'-0 90'-0 100'-0 140'-0 150'-0

BENT BAR DETAILS

UNIT

L.F.0° SKEW

L.F.

L.F.

L.F.

15° SKEW

30° SKEW

45° SKEW

BRIDGE LENGTH 70'-0 80'-0 90'-0 100'-0 110'-0 120'-0 130'-0 140'-0 150'-0

162.0

162.2

162.9

182.0

182.2

182.9

202.0

202.2

202.9

222.0

222.2

222.9

242.0

242.2

242.9

262.0

262.2

262.9

282.0

282.2

282.9

302.0

302.2

302.9

322.0

322.2

322.9

164.5 184.5 204.5 224.5 244.5 264.5 284.5 304.5 324.5

*STANDARD SECTION CU. YDS.

* CONCRETE QUANTITIES SHOWN ARE BASED ON 45° SKEW BID LENGTHS.

2.8 2.8 2.8 2.8 2.8 2.8 2.8 2.8 2.8

BRIDGE LENGTH

CONCRETE OPEN RAIL QUANTITIES

THE COST OF THE RAILING.

WORK TO DO THE INSTALLATION IS CONSIDERED INCIDENTAL TO

JUNCTION BOXES AND FITTINGS INCLUDING LABOR AND ANY ADDITIONAL

IF CONDUIT IS REQUIRED IN THIS PLAN THE RIGID STEEL CONDUIT,

CONCRETE OPEN RAILING, TL-4




6j1 BARS

LENGTH"a"BRIDGE

70' 3'-6 4'-6

80'

90'

100'

110'

120'

130'

140'

150'

3'-7

3'-8

3'-9

3'-10

3'-11

4'-1

4'-2

4'-3

4'-7

4'-8

4'-9

4'-10

4'-11

5'-1

5'-2

5'-3

D=2

4t1

0'-

11

&1̀'-

2•

8

EA.

D=4•

4

D=2

4c4 & 4c5

1'-

0 D=4•

6j1

"a"

9

4•

4•

D=2

4j2, 4j3, 4j4

9

1'-0

4j2

4j4

4j3

1'-

2•

4j2

4j4

4j3

2'-

1

1'-

4

6d2

D = PIN DIAMETER

ARE OUT TO OUT.

NOTE: ALL DIMENSIONS

1'-

2

6

9

4c4

4c5

D=4•

12.2 14.0 15.7 17.4 19.1 21.0 22.7 24.4 26.0

15.0 16.8 18.5 20.2 21.9 23.8 25.5 27.2 28.8

4•

D=2

3

4•

D=4•

4

2'-

6

3'-

9

6c2 6c3

BAR LOCATION SHAPE NO. LENGTH WEIGHT

TOTAL (`LBS.`)

6j1 VERTICAL DOWELS OPEN RAIL 4'-6

NO. LENGTH WEIGHT

70'-0 80'-0 90'-0 100'-0 120'-0 130'-0 140'-0 150'-0110'-0


152 1027 4'-7 4'-8184 200 4'-9 5'-1 5'-2 5'-3216 232 264 280 296 312


1267 1402 1541 1684 1950 2138 2297 2460

(`INCLUDE WITH SUPERSTRUCTURE REINFORCING`)

BRIDGE LENGTH

4'-10 4'-11

6c1 96

6c3 16 4'-1

VERTICAL

VERTICAL

4'-11 709

98 16 4'-1 98 16 4'-1 98 16 4'-1 98 16 4'-1 98 16 4'-1 98 16 4'-1 98 16 4'-1 98 16 4'-1 98

96 4'-11 709 96 4'-11 709 96 4'-11 709 96 4'-11 709 96 4'-11 709 96 4'-11 709 96 4'-11 709 96 4'-11 709

BAR LOCATION SHAPE NO. LENGTH WEIGHT

TOTAL (`LBS.`)

6h1 LONGITUDINAL OPEN RAIL

4j2

4j3 HOOPS OPEN RAIL

4t1 WING FOOTING TIE BARS

4'-8

5'-5

VARIES

4j4 HOOPS END POSTS

HOOPS INTERIOR POSTS

6'-5

NO. LENGTH WEIGHT

70'-0 80'-0 90'-0 100'-0 120'-0 130'-0 140'-0 150'-0110'-0


16 21

24 36 36 36 36 48 48 48 6035'-9 28'-4 31'-8 35'-0 38'-4 32'-2 34'-8 37'-2 32'-5

112 349

32

767

137

4494'-8

5'-5

4994'-8

5'-5

549

5'-5

599

5'-5

698

5'-5

748

5'-5

798

5'-5

848

5'-5

144 160 4'-8 4'-8 4'-8 4'-8 4'-8 4'-8176 192 224 240 256 272

212

32 6'-5 137 32 6'-5 137 32 6'-5 137 32 6'-5 137 32 6'-5 137 32 6'-5 137 32 6'-5 137 32 6'-5 137

244 290 316 342 394 420 446 472

VARIES16 21 VARIES16 21 VARIES16 21 VARIES16 21 VARIES16 21 VARIES16 21 VARIES16 21 VARIES16 21


883

1289 1532 1712

12371143 1426 1520 1614

1893

17081049

2073 2319 2499 29212680

(`INCLUDE WITH SUPERSTRUCTURE REINFORCING`)

BRIDGE LENGTH

EPOXY REINFORCING STEEL-TWO OPEN RAILS

6d2

6d1 HORIZONTAL

HORIZONTAL 32 324

24 2406'-8

6'-9

6c2 16

4c4 20

4c5

VERTICAL

16

2'-10

2'-10

68

32 324

24 2406'-8

6'-9

16

20

16

2'-10 68

32 324

24 2406'-8

6'-9

16

20

16

2'-10 68

32 324

24 2406'-8

6'-9

16

20

16

2'-10 68

32 324

24 2406'-8

6'-9

16

20

16

2'-10 68

32 324

24 2406'-8

6'-9

16

20

16

2'-10 68

32 324

24 2406'-8

6'-9

16

20

16

2'-10 68

32 324

24 2406'-8

6'-9

16

20

16

2'-10 68

32 324

24 2406'-8

6'-9

16

20

16

2'-10 68

VERTICAL HOOPS

VERTICAL HOOPS 3'-1

38

33

2'-10

3'-1

38

33

2'-10

3'-1

38

33

2'-10

3'-1

38

33

2'-10

3'-1

38

33

2'-10

3'-1

38

33

2'-10

3'-1

38

33

2'-10

3'-1

38

33

2'-10

3'-1

38

33

STAINLESS STEEL REINFORCING STEEL-TWO OPEN RAILS





OPEN RAIL NOTES:

ALL OPEN RAIL CONCRETE IS TO BE CLASS C.

INCLUDED WITH THE SUPERSTRUCTURE REINFORCING STEEL.

ALL OPEN RAIL REINFORCING STEEL IS TO BE

THESE PLANS AND CURRENT SPECIFICATIONS.

AND LABOR REQUIRED TO CONSTRUCT THE RAIL IN ACCORDANCE WITH

MATERIAL, EXCLUDING REINFORCING STEEL, AND ALL OF THE EQUIPMENT

RAILING, TL-4" SHALL BE FULL COMPENSATION FOR FURNISHING ALL

CONTRACT PRICE PER LINEAL FOOT. PRICE BID FOR "CONCRETE OPEN

FEET OF OPEN RAIL INSTALLED WILL BE PAID FOR AT THE

BASIS MEASURED FROM END TO END OF RAIL. THE NUMBER OF LINEAL

THE CONCRETE OPEN RAIL IS TO BE BID ON A LINEAL FOOT

INCIDENTAL TO OTHER CONSTRUCTION.

COST OF THE JOINT SEALER AND BOND BREAKER SHALL BE CONSIDERED


MINIMUM CLEAR DISTANCE FROM FACE OF CONCRETE TO NEAR

| GRADE.

TOP OF THE OPEN RAIL IS TO BE PARALLEL TO THEORETICAL

CERTIFICATION IS REQUIRED.

CAULKING SEALER MARKETED FOR OUTDOOR USE. NO TESTING OR

THE JOINT SEALER SHALL BE LIGHT GRAY NONSAG LATEX

3266

1834 2074

4121

2209

4446

2348

4770

2491

5304

2757

5628

2945

5953

3104

6338

3267

3725


SLAB BRIDGES

CONTINUOUS CONCRETE

LA

TE

ST

RE

VISI

ON

DA

TE

AP

PR

OV

ED

BY

BRI

DG

E

EN

GI

NE

ER

JULY, 2014

Highway Division


SUBDRAIN DETAILS

OUTLET DETAILS

MIN.DRILLED HOLES

FOR ATTACHMENT

PIN

TOP VIEW FRONT VIEW

GUARD DETAILS

REMOVABLE RODENT

ONE OF THE TWO FOLLOWING WAYS.

PIPE IS USED, THE PIPES SHOULD BE COUPLED IN

OUTLET WITH AN APPROPRIATE COUPLER. IF METAL

CORRUGATED DOUBLE-WALLED PE OR PVC PIPE

6"½ CORRUGATED METAL PIPE OUTLET, OR 4"½

SEAL THE ENTIRE OPENING WITH GROUT.

THE 6"½ METAL OUTLET PIPE, THEN FULLY

2. INSERT 1'-0 OF THE 4"½ SUBDRAIN INTO

OF 1'-0 INTO CMP.

( COUPLER MUST BE INSERTED A MINIMUM

1. USE AN INSIDE FIT REDUCER COUPLER

MATERIALS I.M. 443.01

GUARD. SEE

REMOVABLE RODENT

TUBING)

CORRUGATED

(POLYETHYLENE

SUBDRAIN

4"½ PERFORATED

6'-0

2

ABUTMENT FACE

FORESLOPE

OF SUBDRAIN OUTLET

TYPICAL SECTION

( IF REQUIRED )

SLOPE PROTECTION

SITUATION PLAN

TOE OF SLOPE | BRIDGE

PROTECTION LAYOUT 0° SKEW PROTECTION LAYOUT SKEWED

REFER TO SITUATION PLAN FOR NORTH ARROW.

SUBDRAIN

OUTLET

SUBDRAIN

OUTLET

SUBDRAIN

OUTLET

4"½ PERFORATED

SUBDRAIN TO BE

SLOPED DOWNWARD

FROM THE | OF

ROADWAY AND

UNDERNEATH THE

SLOPE PROTECTION

AND OUTLET AS

INDICATED. RATE

OF SLOPE SHALL

NOT BE FLATTER

THAN 2%

OUTLET

SUBDRAIN

J44-50-14

03-2016

RE

VIS

ED 03-2016 -

CH

AN

GE

D

RE

FE

RE

NC

E

TO

TH

E J44-51-14 S

TA

ND

AR

DS I

NS

TE

AD

OF J44-51-06

ST

AN

DA

RD

S.

SHEET J44-51-14

SEE DETAILS ON


SLAB BRIDGES

CONTINUOUS CONCRETE

LA

TE

ST

RE

VISI

ON

DA

TE

AP

PR

OV

ED

BY

BRI

DG

E

EN

GI

NE

ER

JULY, 2014

Highway Division


WING ARMORING

DETAILS

SUBDRAIN NOTES:

THE BRIDGE BERM FORESLOPE SHALL BE COMPACTED AND SHAPED AS SHOWN ON

THE MACADAM STONE SHALL BE DEPOSITED, SPREAD, CONSOLIDATED AND SHAPED BY

MECHANICAL OR HAND METHODS THAT WILL PROVIDE UNIFORM DEPTH AND DENSITY AND

PROVIDE UNIFORM SURFACE APPEARANCE.

FORESLOPE SHALL BE FIRM WHEN THE ENGINEERING FABRIC AND MACADAM STONE

ARE PLACED.

THESE PLANS, THE SITUATION PLAN AND AS DIRECTED BY THE ENGINEER. THE BERM

ARMORING AS SHOWN ON THESE PLANS.

COSTS OF ALL MATERIAL AND LABOR TO CONSTRUCT THE WING

TO THE BID ITEM "STRUCTURAL CONCRETE (BRIDGE)" AND SHALL INCLUDE

PAYMENT FOR THE BRIDGE WING ARMORING SHALL BE INCIDENTAL

MACADAM STONE WING ARMORING NOTES:

4196.01, B, 3, OF THE STANDARD SPECIFICATIONS.

UNDERLAYED WITH ENGINEERING FABRIC AND BE IN ACCORDANCE WITH ARTICLE

NOTED IN THE PLANS. THE MACADAM STONE AT THESE LOCATIONS SHALL BE

FOOTING. THIS IS TYPICAL AT EACH CORNER OF THE BRIDGE UNLESS OTHERWISE

MACADAM STONE SHALL BE PLACED ALONG THE SIDE OF THE WING AND ABUTMENT

ON TOP AND STAPLED FOR CONTINUITY.

BE A MINIMUM OF ONE FOOT IN LENGTH, SHINGLE FASHION WITH UP SLOPE LAP PIECE

STANDARD SPECIFICATIONS. IF THE ENGINEERING FABRIC IS LAPPED THE LAPS SHALL

THE ENGINEERING FABRIC SHALL BE IN ACCORDANCE WITH ARTICLE 4196.01, B, 3, OF THE

STANDARD SPECIFICATIONS FOR COARSE MATERIAL ( NO CHOKE STONE IS ALLOWED`).

THE MACADAM STONE SHALL BE IN ACCORDANCE WITH ARTICLE 4122.02, OF THE

WITH SECTION 4161, OF THE STANDARD SPECIFICATIONS.

REQUIREMENTS FOR GUARDRAIL POSTS, SAWED FOUR SIDES, AND BE IN ACCORDANCE

WOOD PRESERVATIVE TREATMENT FOR THE TIMBER EDGING SHALL MEET THE

J44-51-14

MIN. MIN.

NO

MI

NA

L

22

3'-0} MAX.

4

6 6

EDGING DETAILS

4" x 6" TREATED TIMBER

SURFACE OF TREATED TIMBER.

VERTICALLY TO •" (}) BELOW TOP

OR REBAR. DRIVE PIN OR REBAR

| †"½ HOLES FOR •"½ x 1'-6 STEEL PIN

SECTION A-A

6

REBAR

PIN OR

WINGWALL

TOP VIEW OF WING ARMORING

3'-

0

FOOTING

FACE OF ABUTMENT

OUTLET

SUBDRAIN

SUBDRAIN

TIMBER EDGING

4" x 6" TREATED

( 6" THICKNESS`)

MACADAM STONE

IN THIS PLAN FOR SUBDRAIN LENGTH

REFER TO "SUBDRAIN DETAILS" SHEET

PROFILE VIEW OF WING ARMORING

WINGWALL SUBDRAIN

SLOPE PROTECTION

ABUTMENT FOOTING

BARRIER RAIL

ENGINEERING FABRIC

( 6" THICKNESS`)

MACADAM STONE

A

A

SURFACE

GRADING

2'-0

4% SLOPE

FABRIC

ENGINEERING

3'-0

( 6" THICKNESS`)

MACADAM STONE

UNDERMINING

BURIED 6" TO PREVENT

ENDS ARE TO BE

ENGINEERING FABRIC

BID FOR "STRUCTURAL CONCRETE (BRIDGE)". NO EXTRA PAYMENT WILL BE MADE.

BACKFILL, POROUS BACKFILL, AND SUBDRAIN OUTLET IS TO BE INCLUDED IN THE PRICE

THE COST OF FURNISHING AND PLACING SUBDRAIN (INCLUDING EXCAVATION), GRANULAR

DUE TO FIELD ADJUSTMENTS OF THE GRADING LAYOUT.

REQUIRED LENGTHS AND GENERAL LOCATIONS OF SUBDRAINS ARE SUBJECT TO CHANGE

GRADING LAYOUT OF BRIDGE BERMS. THE DIMENSIONS SHOWN ARE FOR ESTIMATING ONLY.

THE DIMENSIONS SHOWN FOR THE PROPOSED SUBDRAINS ARE BASED ON THE PROPOSED

SHALL CONSIST OF A 6'-0 LENGTH OF PIPE WITH A REMOVABLE RODENT GUARD.

4143.01, B, OF THE STANDARD SPECIFICATIONS. THE SUBDRAIN OUTLET

SUBDRAINS SHALL BE 4" IN DIAMETER AND BE IN ACCORDANCE WITH ARTICLE

THE BRIDGE CONTRACTOR IS TO INSTALL SUBDRAINS BEHIND THE ABUTMENT. THE

ALL SUBDRAINS AND SUBDRAIN OUTLETS REQUIRED FOR THIS STRUCTURE.

SEE J44-50-14 AND "SITUATION PLAN" SHEETS FOR DETAILS OF PLACING


SLAB BRIDGES

CONTINUOUS CONCRETE

LA

TE

ST

RE

VISI

ON

DA

TE

AP

PR

OV

ED

BY

BRI

DG

E

EN

GI

NE

ER

JULY, 2014

Highway Division

~ ~ ~ ~ ~ ~ ~

~~~~~~

~

~ ~

~

~

~

~

~ ~

.

.

.

.. .

.

..

..

.

...

..

.

..

..

.

..

.

. .

..

.

.

..

.

.

..

.

..

.

.

..

.

~~ ~

~ ~

.

..

.

.

. .. .

.


THIS STRUCTURE.

SHOWN ON THIS SHEET WHICH ARE PERTINENT TO

SEE SUBDRAIN DETAILS SHEET FOR DETAILS NOT

NOTE:

DETAILS

ABUTMENT BACKFILL

| ABUT. BRG.

2'-2

2'-2

OF ABUTMENT

BACK FACE

EXCAVATION

OF TRENCH FOR

LIMIT OF BOTTOM

TOE OF SLOPE &

GEOTEXTILE FABRIC

TOP SLOPE OF

GEOTEXTILE FABRIC

TOP SLOPE OF

LI

MIT

S

OF

TO

P

SL

OP

E

OF

GE

OT

EX

TIL

E

FA

BRIC

AL

ON

G

AB

UT

ME

NT

LI

MIT

S

OF

BO

TT

OM

OF

TR

EN

CH

AL

ON

G

AB

UT

ME

NT

ROADWAY

| APPROACH

4"½ SUBDRAIN

BRIDGE APPROACH PAVEMENT

A A

ABUTMENT WING

ABUTMENT WING

2'-2

(TYP.)

1'-

6

1'-

6

OF GEOTEXTILE FABRIC

SHADED AREA SHOWS LIMITS

NOTE:

ABUTMENT PLAN

ABUTMENT BACKFILL PROCESS:

INCLUDED IN THE CONTRACT UNIT PRICE BID FOR STRUCTURAL CONCRETE.

BACKFILL, AND GEOTEXTILE FABRIC FURNISHED AT THE BRIDGE ABUTMENTS SHALL BE

THE COST OF WATER REQUIRED FOR FLOODING, SUBDRAINS, POROUS BACKFILL, FLOODABLE

MEASURED SEPARATELY FOR PAYMENT.

AND GEOTEXTILE FABRIC FURNISHED AT THE BRIDGE ABUTMENTS WILL NOT BE

WATER REQUIRED FOR FLOODING, SUBDRAINS, POROUS BACKFILL, FLOODABLE BACKFILL,

UNTIL THE REQUIRED FULL THICKNESS OF THE ABUTMENT BACKFILL HAS BEEN COMPLETED.

FLOODABLE BACKFILL LIFT PLACEMENT, FLOODING, AND COMPACTION SHALL PROGRESS

FOR 3 MINUTES WITHIN EACH INCREMENT.

DIAMETER HOSE SHOULD BE SPRAYED IN SUCCESSIVE 6-FOOT TO 8-FOOT INCREMENTS

FABRIC. TO ENSURE UNIFORM SURFACE FLOODING, WATER RUNNING FULL IN A 2-INCH

THE SUBDRAIN AND PROGRESS TO THE LOW POINT WHERE THE SUBDRAIN EXITS THE

START SURFACE FLOODING FOR EACH FLOODABLE BACKFILL LIFT AT THE HIGH POINT OF

THAN 2 FEET OF THICKNESS.

COMPACTION TO ENSURE FULL CONSOLIDATION. LIMIT THE LOOSE LIFTS TO NO MORE

BE PLACED IN INDIVIDUAL LIFTS, SURFACE FLOODED, AND COMPACTED WITH VIBRATORY

IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS. THE FLOODABLE BACKFILL SHALL

FLOODING, AND VIBRATORY COMPACTION. THE FLOODABLE BACKFILL MATERIAL SHALL BE

THE REMAINING WORK INVOLVES BACKFILLING WITH FLOODABLE BACKFILL, SURFACE

POROUS BACKFILL IS THEN PLACED AND LEVELED, NO COMPACTION IS REQUIRED.

THE ABUTMENT WING WALL.

THE FABRIC AT THE POINT WHERE THE SUBDRAIN EXITS THE FABRIC NEAR THE END OF

FABRIC AT THE TOE OF THE REAR EXCAVATION SLOPE. A SLOT WILL NEED TO BE CUT IN

WHEN THE FABRIC IS IN PLACE, THE SUBDRAIN SHALL BE INSTALLED DIRECTLY ON THE

AGAINST THE EXCAVATION FACE SHALL BE PINNED.

AND SECURED TO THE CONCRETE WITH SHALLOW CONCRETE NAILS. THE FABRIC PLACED

THE FABRIC SHALL BE ATTACHED TO THE ABUTMENT BY USING LATH FOLDED IN THE FABRIC

FABRIC PLACED SHALL OVERLAP APPROXIMATELY 1 FOOT AND SHALL BE PINNED IN PLACE.

PLACEMENT AS SHOWN IN THE "BACKFILL DETAILS" ON THIS SHEET. THE STRIPS OF THE

APPROXIMATELY 1 TO 2 FOOT HIGHER THAN THE HEIGHT OF THE POROUS BACKFILL

BACKWALL, ABUTMENT WING WALLS, AND EXCAVATION FACE TO A HEIGHT THAT WILL BE

IN THE BASE OF THE EXCAVATION AND EXTENDED VERTICALLY UP THE ABUTMENT

ACCORDANCE WITH THE DETAILS SHOWN. THE FABRIC IS INTENDED TO BE INSTALLED

AFTER THE SUBGRADE HAS BEEN SHAPED, THE GEOTEXTILE FABRIC SHALL BE INSTALLED IN

INSTALLATION OF THE GEOTEXTILE AND BACKFILL MATERIAL.

OF THE SUBDRAIN OUTLET. THIS EXCAVATION SHAPING IS TO BE DONE PRIOR TO BEGINNING

4% SLOPE AWAY FROM THE ABUTMENT FOOTING AND A 2% CROSS SLOPE IN THE DIRECTION

THE BASE OF THE EXCAVATION SUBGRADE BEHIND THE ABUTMENT IS TO BE GRADED WITH A

FOR 0° SKEWS

J44-52-14

TO FACE OF ABUTMENT FOOTING AND WINGS.

NOTE: GEOTEXTILE FABRIC WILL BE ATTACHED

`TO 2% SUBDRAIN SLOPE.

*`DIMENSION VARIES DUE

SECTION A-A

ELEV.

SUBGRADE

1

2•

2'-2

1'-

0

4"½`SUBDRAIN

1

1

4% SLOPE

1"} MIN.`*

FA

BRIC

LI

MIT

S

FABRIC LIMITS

GEOTEXTILE

GE

OT

EX

TIL

E

2'-

0

BACKFILL

POROUS

3'-0 BERM

2'-

0

FOOTING

ABUTMENT 3'-0

2'-

0

EXCAVATION

FOR CLASS 20

PAY LIMITFOOTING

ABUTMENT

FRONT FACE

BACKFILL DETAILS

BETWEEN WINGS

FLOODABLE BACKFILL

CONSTRUCTION.

STARTING ABUTMENT

THIS LINE BEFORE

TO BE COMPLETED TO

(GRADING SURFACES) ARE

APPROACH FILLS,

AT ONE END OF THE ABUTMENT.

SUBDRAIN SHALL SLOPE DOWNWARD 2% FROM HIGH END WHEN OUTLETTING

OUTLETTING BOTH SIDES OF THE ABUTMENT.

SUBDRAIN SHALL SLOPE DOWNWARD 2% FROM | APPROACH ROADWAY WHEN

NOTE:

STAPLED FOR CONTINUITY.

LENGTH, SHINGLE FASHION WITH UP SLOPE LAP PIECE ON TOP AND

FABRIC IS LAPPED THE LAPS SHALL BE A MINIMUM OF ONE FOOT IN

4196.01, B, 6 OF THE STANDARD SPECIFICATIONS. IF THE ENGINEERING

THE GEOTEXTILE FABRIC SHALL BE IN ACCORDANCE WITH ARTICLE

RE

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D

AN

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ECIFIC

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ON

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ON.

RE

VIS

ED 09-2016 -

CH

AN

GE

D

TH

E

BRI

DG

E

AP

PR

OA

CH P

AV

EM

EN

T

ST

AN

DA

RD

TO "B

R" (W

AS "R

K-20").

"BR" BRIDGE APPROACH PAVEMENT STANDARD

MODIFIED SUBBASE, SEE APPLICABLE

09-2016


SLAB BRIDGES

CONTINUOUS CONCRETE

LA

TE

ST

RE

VISI

ON

DA

TE

AP

PR

OV

ED

BY

BRI

DG

E

EN

GI

NE

ER

JULY, 2014

Highway Division


~ ~ ~ ~ ~ ~ ~

~~~~~~

~

~ ~

~

~

~

~

~ ~

.

.

.

.. .

.

..

..

.

...

..

.

..

..

.

..

.

. .

..

.

.

..

.

.

..

.

..

.

.

..

.

~~ ~

~ ~

.

..

.

.

. .. .

.


SLAB BRIDGES

CONTINUOUS CONCRETE

LA

TE

ST

RE

VISI

ON

DA

TE

AP

PR

OV

ED

BY

BRI

DG

E

EN

GI

NE

ER

JULY, 2014

Highway Division

ABUTMENT BACKFILL PROCESS:

THIS STRUCTURE.

SHOWN ON THIS SHEET WHICH ARE PERTINENT TO

SEE SUBDRAIN DETAILS SHEET FOR DETAILS NOT

NOTE:

ABUTMENT PLAN WITHOUT WING EXTENSIONS

"W"

"W"

LI

MIT

S

OF

TO

P

SL

OP

E

OF

GE

OT

EX

TIL

E

FA

BRIC

AL

ON

G

AB

UT

ME

NT

LI

MIT

S

OF

BO

TT

OM

OF

TR

EN

CH

AL

ON

G

AB

UT

ME

NT

BRIDGE APPROACH PAVEMENT

ABUTMENT WING

ABUTMENT WING

ROADWAY

| APPROACH

| ABUT. BRG.

OF ABUTMENT

BACK FACE

EXCAVATION

OF TRENCH FOR

LIMIT OF BOTTOM

TOE OF SLOPE &

GEOTEXTILE FABRIC

TOP SLOPE OF

GEOTEXTILE FABRIC

TOP SLOPE OF

4"½ SUBDRAIN

2'-2

A

A

(TYP.)

1'-

6

1'-

6

OF GEOTEXTILE FABRIC

SHADED AREA SHOWS LIMITS

NOTE:

DETAILS

ABUTMENT BACKFILL

J44-53-14FOR 15°, 30°, & 45° SKEWS

"W" DIMENSIONSKEW DIMENSION

15°

30°

45°

2'-6

2'-2‡

3'-0ƒ

TO FACE OF ABUTMENT FOOTING AND WINGS.

NOTE: GEOTEXTILE FABRIC WILL BE ATTACHED

`TO 2% SUBDRAIN SLOPE.

*`DIMENSION VARIES DUE

SECTION A-A

ELEV.

SUBGRADE

1

2•

2'-2

1'-

0

4"½`SUBDRAIN

1

1

4% SLOPE

1"} MIN.`*

FA

BRIC

LI

MIT

S

FABRIC LIMITS

GEOTEXTILE

GE

OT

EX

TIL

E

2'-

0

BACKFILL

POROUS

3'-0 BERM

2'-

0

FOOTING

ABUTMENT 3'-0

2'-

0

EXCAVATION

FOR CLASS 20

PAY LIMITFOOTING

ABUTMENT

FRONT FACE

BACKFILL DETAILS

BETWEEN WINGS

FLOODABLE BACKFILL

CONSTRUCTION.

STARTING ABUTMENT

THIS LINE BEFORE

TO BE COMPLETED TO

(GRADING SURFACES) ARE

APPROACH FILLS,

AT ONE END OF THE ABUTMENT.

SUBDRAIN SHALL SLOPE DOWNWARD 2% FROM HIGH END WHEN OUTLETTING

OUTLETTING BOTH SIDES OF THE ABUTMENT.

SUBDRAIN SHALL SLOPE DOWNWARD 2% FROM | APPROACH ROADWAY WHEN

NOTE:

STAPLED FOR CONTINUITY.

LENGTH, SHINGLE FASHION WITH UP SLOPE LAP PIECE ON TOP AND

FABRIC IS LAPPED THE LAPS SHALL BE A MINIMUM OF ONE FOOT IN

4196.01, B, 6 OF THE STANDARD SPECIFICATIONS. IF THE ENGINEERING

THE GEOTEXTILE FABRIC SHALL BE IN ACCORDANCE WITH ARTICLE

INCLUDED IN THE CONTRACT UNIT PRICE BID FOR STRUCTURAL CONCRETE.

BACKFILL, AND GEOTEXTILE FABRIC FURNISHED AT THE BRIDGE ABUTMENTS SHALL BE

THE COST OF WATER REQUIRED FOR FLOODING, SUBDRAINS, POROUS BACKFILL, FLOODABLE

MEASURED SEPARATELY FOR PAYMENT.

AND GEOTEXTILE FABRIC FURNISHED AT THE BRIDGE ABUTMENTS WILL NOT BE

WATER REQUIRED FOR FLOODING, SUBDRAINS, POROUS BACKFILL, FLOODABLE BACKFILL,

UNTIL THE REQUIRED FULL THICKNESS OF THE ABUTMENT BACKFILL HAS BEEN COMPLETED.

FLOODABLE BACKFILL LIFT PLACEMENT, FLOODING, AND COMPACTION SHALL PROGRESS

FOR 3 MINUTES WITHIN EACH INCREMENT.

DIAMETER HOSE SHOULD BE SPRAYED IN SUCCESSIVE 6-FOOT TO 8-FOOT INCREMENTS

FABRIC. TO ENSURE UNIFORM SURFACE FLOODING, WATER RUNNING FULL IN A 2-INCH

THE SUBDRAIN AND PROGRESS TO THE LOW POINT WHERE THE SUBDRAIN EXITS THE

START SURFACE FLOODING FOR EACH FLOODABLE BACKFILL LIFT AT THE HIGH POINT OF

THAN 2 FEET OF THICKNESS.

COMPACTION TO ENSURE FULL CONSOLIDATION. LIMIT THE LOOSE LIFTS TO NO MORE

BE PLACED IN INDIVIDUAL LIFTS, SURFACE FLOODED, AND COMPACTED WITH VIBRATORY

IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS. THE FLOODABLE BACKFILL SHALL

FLOODING, AND VIBRATORY COMPACTION. THE FLOODABLE BACKFILL MATERIAL SHALL BE

THE REMAINING WORK INVOLVES BACKFILLING WITH FLOODABLE BACKFILL, SURFACE

POROUS BACKFILL IS THEN PLACED AND LEVELED, NO COMPACTION IS REQUIRED.

THE ABUTMENT WING WALL.

THE FABRIC AT THE POINT WHERE THE SUBDRAIN EXITS THE FABRIC NEAR THE END OF

FABRIC AT THE TOE OF THE REAR EXCAVATION SLOPE. A SLOT WILL NEED TO BE CUT IN

WHEN THE FABRIC IS IN PLACE, THE SUBDRAIN SHALL BE INSTALLED DIRECTLY ON THE

AGAINST THE EXCAVATION FACE SHALL BE PINNED.

AND SECURED TO THE CONCRETE WITH SHALLOW CONCRETE NAILS. THE FABRIC PLACED

THE FABRIC SHALL BE ATTACHED TO THE ABUTMENT BY USING LATH FOLDED IN THE FABRIC

FABRIC PLACED SHALL OVERLAP APPROXIMATELY 1 FOOT AND SHALL BE PINNED IN PLACE.

PLACEMENT AS SHOWN IN THE "BACKFILL DETAILS" ON THIS SHEET. THE STRIPS OF THE

APPROXIMATELY 1 TO 2 FOOT HIGHER THAN THE HEIGHT OF THE POROUS BACKFILL

BACKWALL, ABUTMENT WING WALLS, AND EXCAVATION FACE TO A HEIGHT THAT WILL BE

IN THE BASE OF THE EXCAVATION AND EXTENDED VERTICALLY UP THE ABUTMENT

ACCORDANCE WITH THE DETAILS SHOWN. THE FABRIC IS INTENDED TO BE INSTALLED

AFTER THE SUBGRADE HAS BEEN SHAPED, THE GEOTEXTILE FABRIC SHALL BE INSTALLED IN

INSTALLATION OF THE GEOTEXTILE AND BACKFILL MATERIAL.

OF THE SUBDRAIN OUTLET. THIS EXCAVATION SHAPING IS TO BE DONE PRIOR TO BEGINNING

4% SLOPE AWAY FROM THE ABUTMENT FOOTING AND A 2% CROSS SLOPE IN THE DIRECTION

THE BASE OF THE EXCAVATION SUBGRADE BEHIND THE ABUTMENT IS TO BE GRADED WITH A

RE

VIS

ED 09-14 -

TH

E

TE

CH

NIC

AL

DA

TA I

NF

OR

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TI

ON

TA

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VE

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AN

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TO

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TO

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SP

ECIFIC

ATI

ON

S

FO

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THIS I

NF

OR

MA

TI

ON.

RE

VIS

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CH

AN

GE

D

TH

E

BRI

DG

E

AP

PR

OA

CH P

AV

EM

EN

T

ST

AN

DA

RD

TO "B

R" (W

AS "R

K-20").

"BR" BRIDGE APPROACH PAVEMENT STANDARD

MODIFIED SUBBASE, SEE APPLICABLE

09-2016

j44-14 continuous concrete slab bridge …the j44-14 bridge standards, if properly used, provide the...

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