J44-06 CONTINUOUS CONCRETE SLAB BRIDGE STANDARDSj44-10-06 j44-11-06 j44-12-06 and a proper joint for...

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BRIDGE STANDARDS

CONCRETE SLAB

J44-06 CONTINUOUS

Highway Division


INDEX FOR J44-06 STANDARDS:

J44-01-06

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`).

J44-53-06

J44-52-06

J44-51-06

J44-50-06

J44-49-06

J44-48-06

J44-47-06

J44-46-06

J44-45-06

J44-44-06

J44-43-06

J44-42-06

J44-41-06

J44-40-06

J44-39-06

J44-38-06

J44-37-06

J44-36-06

J44-35-06

J44-34-06

J44-33-06

J44-32-06

J44-31-06

J44-30-06

J44-29-06

J44-28-06

J44-27-06

J44-26-06

J44-25-06

J44-24-06

J44-23-06

J44-22-06

J44-21-06

J44-20-06

J44-19-06

J44-18-06

J44-17-06

J44-16-06

J44-15-06

J44-14-06

J44-13-06

J44-12-06

J44-11-06

J44-10-06

J44-9-06

J44-8-06

J44-7-06

J44-6-06

J44-5-06

J44-4-06

J44-3-06

J44-2-06

J44-1-06

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

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 J44-06 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 J44-48-06 AND J44-49-06.

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

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

SCOUR ELEVATION SHALL BE SHOWN ON THE FRONT SHEET.

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

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

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

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

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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 HP 10x42 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

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Highway Division

STANDARD DESIGN - 44' ROADWAY, 3 SPAN BRIDGES

SLAB BRIDGES

CONTINUOUS CONCRETE

NOVEMBER, 200608-2020


1'-

2•

5Š

3… (TYP.)

10•

J44-02-06SUPERSTRUCTURE 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

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5… (T

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ORIZ

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Highway Division


SLAB BRIDGES

CONTINUOUS CONCRETE

NOVEMBER, 200608-2020

2'-1 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"

… …

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.`)

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

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

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

BEFORE CONCRETE IS POURED.

PLACE AND ADEQUATELY SUPPORTED ON BAR CHAIRS

REINFORCING STEEL IS TO BE SECURELY WIRED IN

PARALLEL TO AND 1•" CLEAR ABOVE BOTTOM OF SLAB.

BOTTOM LONGITUDINAL REINFORCING STEEL IS TO BE

PARALLEL TO AND 2•" CLEAR BELOW TOP OF SLAB.

NOTE: TOP LONGITUDINAL REINFORCING STEEL IS TO BE

LI

NE

E

LI

NE

D

3 EQ. SPA. @ 5… (TYP.)

LINE E

LINE D

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

4957

5100 5100

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

5100 5100

50,780

50,780

48,499

48,499

51,223

51,223

48,886

48,886

51,907

51,907

49,272

49,272

53,024

53,024

49,894

49,894

4957 49574957

50,637

50,637

51,080

51,080

51,764

51,764

52,881

52,881

48,356

48,356

48,743

48,743

49,129

49,129

49,751

49,751

RE

VIS

ED 08-2020:

UP

DA

TE

D

BRI

DG

E

EN

GI

NE

ER

SI

GN

AT

UR

E.

RE

VIS

ED 07-09:

OP

EN

RAIL

REI

NF.

QT

YS.

CH

AN

GE

D

WHIC

H

CH

AN

GE

D

TO

TA

L

REI

NF.

QT

YS.

LA

TE

ST

RE

VISI

ON

DA

TE

AP

PR

OV

ED

BY

BRI

DG

E

EN

GI

NE

ER

Highway Division


SLAB BRIDGES

CONTINUOUS CONCRETE

NOVEMBER, 200608-2020

LOCATION

TOTAL - LBS.

TOTAL - LBS.

SAME AS ABOVE EXCEPT ALL "h" BARS DELETED

SHAPE NO. LENGTH WEIGHT LENGTH WEIGHT LENGTH WEIGHT LENGTH

O° 15° 30° 45°

WITHBARRIER RAIL

WITHBARRIER RAIL

WITHOPEN RAIL

WITHOPEN RAIL

SUB TOTAL - LBS.

BILL OF REINFORCING STEEL FOR SUPERSTRUCTURE - BRIDGE

WITHMONOLITHICPIER CAP

WITHNON-MONOLITHICPIER CAP

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

WITH

BARRIER RAIL

WITH

OPEN RAIL

WITH MONOLITHIC PIER CAP WITH NON-MONOLITHIC PIER CAP

NO. NO. NO.BAR

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

*STRUCTURAL CONCRETE (`BRIDGE`)


ALL REINFORCING STEEL SHALL BE EPOXY COATED.

THE TRANSVERSE REBARS ARE DETAILED WITH A SPLICE LAP.

AT THE CONTRACTOR'S OPTION, THIS LAP MAY BE ELIMINATED

BY FURNISHING FULL LENGTH BARS WITH NO REDUCTION IN

PAY WEIGHT FOR SAME.

REINFORCING STEEL EPOXY COATED


NOTES:

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

BARRIER RAIL - SEE LIST ON RAIL SHEET J44-46-06

OPEN RAIL - SEE LIST ON RAIL SHEET J44-49-06

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


1'-

3‚

5Š

3… (TYP.)

10•


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

RE

VIS

ED 07-16:

DA

TE

ON

SH

EE

T

CH

AN

GE

D

TO

CO

RR

EC

T

CL

ERIC

AL

ER

RO

R.

RE

VIS

ED 08-2020:

UP

DA

TE

D

BRI

DG

E

EN

GI

NE

ER

SI

GN

AT

UR

E. A

DD

ED 3

… (T

YP.) &

5… (T

YP.) H

ORIZ

ON

TA

L

DI

ME

NSI

ON

S

TO

LO

NGIT

UDI

NA

L S

LA

B

REI

NF

OR

CI

NG

LI

NE

D

&

E I

N "H

ALF

SE

CTI

ON

NE

AR

PIE

R".

LA

TE

ST

RE

VISI

ON

DA

TE

AP

PR

OV

ED

BY

BRI

DG

E

EN

GI

NE

ER

Highway Division


SLAB BRIDGES

CONTINUOUS CONCRETE

NOVEMBER, 200608-2020



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 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





… …

LINE A

LINE B

LINE C






22'-3


22'-0


44'-0

6 ƒ" DOUBLE DRIP

GROOVE (`TYP.`)

5" ƒ" DRIP

GROOVE (`TYP.`)

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









LI

NE

E

LI

NE

D

3 EQ. SPA. @ 5… (TYP.)

LINE E

LINE D


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

5464

5799 5799



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

58,336

61,149

57995799

59,236

59,236

56,943

56,943

59,724

59,724

57,375

57,375

60,364

60,364

57,714

57,714

61,484

61,484 58,336

5464 54645464

58,901

58,901

59,389

59,389

60,029

60,029

61,149

56,608

56,608

57,040

57,040

57,379

57,379

58,001

58,001

RE

VIS

ED 08-2020:

UP

DA

TE

D

BRI

DG

E

EN

GI

NE

ER

SI

GN

AT

UR

E.

RE

VIS

ED 07-09:

OP

EN

RAIL

REI

NF.

QT

YS.

CH

AN

GE

D

WHIC

H

CH

AN

GE

D

TO

TA

L

REI

NF.

QT

YS.

LA

TE

ST

RE

VISI

ON

DA

TE

AP

PR

OV

ED

BY

BRI

DG

E

EN

GI

NE

ER

Highway Division


SLAB BRIDGES

CONTINUOUS CONCRETE

NOVEMBER, 200608-2020

LOCATION

TOTAL - LBS.

TOTAL - LBS.



O° 15° 30° 45°

WITHBARRIER RAIL

WITHBARRIER RAIL

WITHOPEN RAIL

WITHOPEN RAIL

SUB TOTAL - LBS.




SKEWWEIGHT

SKEW


0° 15° 30° 45° 0° 15° 30° 45°

C.Y.

LBS.

LIN. FT.

ITEM

C.Y.

LBS.


WITH

BARRIER RAIL

WITH

OPEN RAIL


NO. NO. NO.BAR











NOTES:

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


1'-

4‚

5Š

3… (TYP.)

10•


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

RE

VIS

ED 07-16:

DA

TE

ON

SH

EE

T

CH

AN

GE

D

TO

CO

RR

EC

T

CL

ERIC

AL

ER

RO

R.

RE

VIS

ED 08-2020:

UP

DA

TE

D

BRI

DG

E

EN

GI

NE

ER

SI

GN

AT

UR

E. A

DD

ED 3

… (T

YP.) &

5… (T

YP.) H

ORIZ

ON

TA

L

DI

ME

NSI

ON

S

TO

LO

NGIT

UDI

NA

L S

LA

B

REI

NF

OR

CI

NG

LI

NE

D

&

E I

N "H

ALF

SE

CTI

ON

NE

AR

PIE

R".

LA

TE

ST

RE

VISI

ON

DA

TE

AP

PR

OV

ED

BY

BRI

DG

E

EN

GI

NE

ER

Highway Division


SLAB BRIDGES

CONTINUOUS CONCRETE

NOVEMBER, 200608-2020

2'-1 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





… …

LINE A

LINE B

LINE C






22'-3


22'-0


44'-0

6 ƒ" DOUBLE DRIP

GROOVE (`TYP.`)

5" ƒ" DRIP

GROOVE (`TYP.`)

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









LI

NE

E

LI

NE

D

3 EQ. SPA. @ 5… (TYP.)

LINE E

LINE D



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

5950

6330 6330



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

65,912

63306330

66,885

66,885

64,519

64,519

67,418

67,418

64,996

64,996

67,881

67,881

65,291

65,291

69,170

69,170 65,912

5950 59505950

66,505

66,505

67,038

67,038

67,501

67,501

68,790

68,790

64,139

64,139

64,616

64,616

64,911

64,911

65,532

65,532

RE

VIS

ED 08-2020:

UP

DA

TE

D

BRI

DG

E

EN

GI

NE

ER

SI

GN

AT

UR

E.

RE

VIS

ED 07-09:

OP

EN

RAIL

REI

NF.

QT

YS.

CH

AN

GE

D

WHIC

H

CH

AN

GE

D

TO

TA

L

REI

NF.

QT

YS.

LA

TE

ST

RE

VISI

ON

DA

TE

AP

PR

OV

ED

BY

BRI

DG

E

EN

GI

NE

ER

Highway Division


SLAB BRIDGES

CONTINUOUS CONCRETE

NOVEMBER, 200608-2020

LOCATION

TOTAL - LBS.

TOTAL - LBS.



O° 15° 30° 45°

WITHBARRIER RAIL

WITHBARRIER RAIL

WITHOPEN RAIL

WITHOPEN RAIL

SUB TOTAL - LBS.




SKEWWEIGHT

SKEW


0° 15° 30° 45° 0° 15° 30° 45°

C.Y.

LBS.

LIN. FT.

ITEM

C.Y.

LBS.


WITH

BARRIER RAIL

WITH

OPEN RAIL


NO. NO. NO.BAR











NOTES:

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


1'-

5•

5Š

3… (TYP.)

10•


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

RE

VIS

ED 07-16:

DA

TE

ON

SH

EE

T

CH

AN

GE

D

TO

CO

RR

EC

T

CL

ERIC

AL

ER

RO

R.

RE

VIS

ED 08-2020:

UP

DA

TE

D

BRI

DG

E

EN

GI

NE

ER

SI

GN

AT

UR

E. A

DD

ED 3

… (T

YP.) &

5… (T

YP.) H

ORIZ

ON

TA

L

DI

ME

NSI

ON

S

TO

LO

NGIT

UDI

NA

L S

LA

B

REI

NF

OR

CI

NG

LI

NE

D

&

E I

N "H

ALF

SE

CTI

ON

NE

AR

PIE

R".

LA

TE

ST

RE

VISI

ON

DA

TE

AP

PR

OV

ED

BY

BRI

DG

E

EN

GI

NE

ER

Highway Division


SLAB BRIDGES

CONTINUOUS CONCRETE

NOVEMBER, 200608-2020



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 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





… …

LINE A

LINE B

LINE C






22'-3


22'-0


44'-0

6 ƒ" DOUBLE DRIP

GROOVE (`TYP.`)

5" ƒ" DRIP

GROOVE (`TYP.`)

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









LI

NE

E

LI

NE

D

3 EQ. SPA. @ 5… (TYP.)

LINE E

LINE D


10† 2'-0 3'-9•

1ƒ 7

3'-1010ƒ


100'-0 BRIDGE

100'

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

6794 6794

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

75,884

67946794

76,764

76,764

74,492

74,492

77,339

77,339

75,011

75,011

77,928

77,928

75,262

75,262

79,085

79,085 75,884

6461 6461 64616461

76,431

76,431

77,006

77,006

77,595

77,595

78,752

78,752

74,159

74,159

74,678

74,678

74,929

74,929

75,551

75,551

RE

VIS

ED 08-2020:

UP

DA

TE

D

BRI

DG

E

EN

GI

NE

ER

SI

GN

AT

UR

E.

RE

VIS

ED 07-09:

OP

EN

RAIL

REI

NF.

QT

YS.

CH

AN

GE

D

WHIC

H

CH

AN

GE

D

TO

TA

L

REI

NF.

QT

YS.

LA

TE

ST

RE

VISI

ON

DA

TE

AP

PR

OV

ED

BY

BRI

DG

E

EN

GI

NE

ER

Highway Division


SLAB BRIDGES

CONTINUOUS CONCRETE

NOVEMBER, 200608-2020

LOCATION

TOTAL - LBS.

TOTAL - LBS.



O° 15° 30° 45°

WITHBARRIER RAIL

WITHBARRIER RAIL

WITHOPEN RAIL

WITHOPEN RAIL

SUB TOTAL - LBS.




SKEWWEIGHT

SKEW


0° 15° 30° 45° 0° 15° 30° 45°

C.Y.

LBS.

LIN. FT.

ITEM

C.Y.

LBS.


WITH

BARRIER RAIL

WITH

OPEN RAIL


NO. NO. NO.BAR











NOTES:

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


1'-

6•

1'-

6•

1'-

6•

5Š

3… (TYP.)

10•


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

RE

VIS

ED 07-16" D

AT

E

ON

SH

EE

T

CH

AN

GE

D

TO

CO

RR

EC

T

CL

ERIC

AL

ER

RO

R.

RE

VIS

ED 08-2020:

UP

DA

TE

D

BRI

DG

E

EN

GI

NE

ER

SI

GN

AT

UR

E. A

DD

ED 3

… (T

YP.) &

5… (T

YP.) H

ORIZ

ON

TA

L

DI

ME

NSI

ON

S

TO

LO

NGIT

UDI

NA

L S

LA

B

REI

NF

OR

CI

NG

LI

NE

D

&

E I

N "H

ALF

SE

CTI

ON

NE

AR

PIE

R".

LA

TE

ST

RE

VISI

ON

DA

TE

AP

PR

OV

ED

BY

BRI

DG

E

EN

GI

NE

ER

Highway Division


SLAB BRIDGES

CONTINUOUS CONCRETE

NOVEMBER, 200608-2020

2'-1 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





… …

LINE A

LINE B

LINE C






22'-3


22'-0


44'-0

6 ƒ" DOUBLE DRIP

GROOVE (`TYP.`)

5" ƒ" DRIP

GROOVE (`TYP.`)

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









LI

NE

E

LI

NE

D

3 EQ. SPA. @ 5… (TYP.)

LINE E

LINE D



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

VAR

J44-06 CONTINUOUS CONCRETE SLAB BRIDGE STANDARDSj44-10-06 j44-11-06 j44-12-06 and a proper joint for...

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Transcript of J44-06 CONTINUOUS CONCRETE SLAB BRIDGE STANDARDSj44-10-06 j44-11-06 j44-12-06 and a proper joint for...