J30-06 CONTINUOUS CONCRETE SLAB BRIDGE STANDARDS · the j30-06 bridge standards, if properly used,...

8/23/2016 2:11:12 PM bkloss W:\Highway\Bridge\MethodsSection\CADD Concept Drafts\J30-06.dgn J30-00-06 11x17_pdf.pltcfg

BRIDGE STANDARDS

CONCRETE SLAB

J30-06 CONTINUOUS

Highway Division


J30-01-06

INDEX FOR J30-06 STANDARDS:

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

NON-MONOLITHIC PIER CAP DETAILS ALL BRIDGES

MONOLITHIC PIER CAP DETAILS ALL BRIDGES

MONOLITHIC PIER CAP DETAILS ALL BRIDGES

SUPERSTRUCTURE DETAILS ALL BRIDGES



J30-48-06

J30-47-06

J30-46-06

J30-45-06

J30-44-06

J30-43-06

J30-42-06

J30-41-06

J30-40-06

J30-39-06

J30-38-06

J30-37-06

J30-36-06

J30-35-06

J30-34-06

J30-33-06

J30-32-06

J30-31-06

J30-30-06

J30-29-06

J30-28-06

J30-27-06

J30-26-06

J30-25-06

J30-24-06

J30-23-06

J30-22-06

J30-21-06

J30-20-06

J30-19E-06

J30-19B-06

J30-18E-06

J30-18B-06

J30-17E-06

J30-17B-06

J30-16E-06

J30-16B-06

J30-15E-06

J30-15B-06

J30-14E-06

J30-14B-06

J30-13E-06

J30-13B-06

J30-12E-06

J30-12B-06

J30-11E-06

J30-11B-06

J30-10E-06

J30-10B-06

J30-09E-06

J30-09B-06

J30-08E-06

J30-08B-06

J30-07E-06

J30-07B-06

J30-06E-06

J30-06B-06

J30-05E-06

J30-05B-06

J30-04E-06

J30-04B-06

J30-03E-06

J30-03B-06

J30-02E-06

J30-02B-06

J30-01A-06

J30-01-06

INDEX SHEET

06-13

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SUPERSTRUCTURE DETAILS 150'-0 BRIDGE - EPOXY COATED REINFORCING

SUPERSTRUCTURE DETAILS 150'-0 BRIDGE - NON-EPOXY COATED REINFORCING



































GENERAL NOTES

INDEX SHEET

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Highway Division

STANDARD DESIGN - 30' ROADWAY, 3 SPAN BRIDGES

SLAB BRIDGES

CONTINUOUS CONCRETE

NOVEMBER, 2006

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RD J30-01-06.

GENERAL NOTES

06-13

J30-01A-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`).

GENERAL NOTES:THE J30-06 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 J30-43-06 AND J30-44-06.

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 30' 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.

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

THESE STANDARDS CAN BE USED FOR BRIDGES WITH OR WITHOUT EPOXY COATED REINFORCING.

REINFORCING BAR LAP LENGTHS ARE BASED ON THE USE OF EPOXY COATED REINFORCING, BUT

NEED NOT BE MODIFIED IF NON-COATED BARS ARE TO BE USED. THE DESIGNER SHALL SPECIFY

THE APPROPRIATE BID ITEM NO. FOR THE EPOXY COATED OR NON-EPOXY COATED REINFORCING.

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

IT IS RECOMMENDED THAT THE EPOXY COATED REINFORCING OPTION BE USED IF IT IS ANTICIPATED

THAT THE BRIDGE DECK AND/OR THE BRIDGE APPROACHES WILL BE CHEMICALLY TREATED FOR THE

REMOVAL OF ICE OR SNOW.

IF EPOXY COATED BARS ARE USED IN THE DECK, THEN ALL BARS USED IN THE ABUTMENT (FOOTING

AND BACKWALL), CAP, AND BARRIER RAILS SHALL BE EPOXY COATED.

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.

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.

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 J30 STANDARDS HAVE BEEN DESIGNED

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SLAB BRIDGES

CONTINUOUS CONCRETE

NOVEMBER, 2006

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1'-

2•

3†

70'-0 BRIDGE

SUPERSTRUCTURE DETAILS

J30-02B-06

1'-

2•

1'-

2•

1'-

2‡

‰

„

ˆ

„ˆ

= 14'-0

2 SPA. @ 7'-04 SPA. @ 5'-3 = 21'-0

NON-EPOXY COATED REINFORCING

40.08 40.13

FINAL GRADE LINE

| PIER

OR FALSEWORK SETTLEMENT.

DIMENSIONS DO NOT INCLUDE ANY ALLOWANCE FOR FORM DEFLECTION

FOR THE ANTICIPATED ULTIMATE DEAD LOAD DEFLECTION. THE ABOVE

THIS DIAGRAM SHOWS THE FORM CAMBER REQUIRED TO COMPENSATE

FALSEWORK IS REMOVED

IMMEDIATELY AFTER

POSITION OF SLAB

AS FORMED

TOP OF SLAB

| BRIDGE

ABOUT

SYMMETRICAL| ABUT. BRG.

FORM CAMBER DIAGRAM

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Highway Division


SLAB BRIDGES

CONTINUOUS CONCRETE

NOVEMBER, 2006

2'-1

LI

NE

D

LI

NE

E

1'-

0

LINE D

LINE E

LINE A

LINE B

LINE C

2'-1

30'-0 ROADWAY

58 SPACES @ 0'-6 = 29'-0

… 3‚

LEVEL

GUTTER LINE

PARABOLIC

3'-0

CROWN ORDINATES

2.0% SLOPE

HALF SECTION NEAR ABUTMENT HALF SECTION NEAR PIER

1'-4

FOR BARRIER RAIL = SQ. FT.

SLAB CROSS-SECTIONAL AREA

(`30'-6 ROADWAY FOR OPEN RAIL`)

15'-3

(`30'-0 ROADWAY FOR BARRIER RAIL`)

15'-0

5j1 BARS @ 1'-0 CENTERS 5d BARS @ 1'-0 CENTERS

6c BARS @ 1'-0 CENTERS

3‚

…

PARABOLIC

3'-0

POST

JOINT UNDER

ROUGHENEDCROWN ORDINATES

2.0% SLOPE

GROOVE (`TYP.`)

5" ƒ" DRIP

UNLESS NOTED

SYMMETRICAL ABOUT | ROADWAY

1'-

0

1'-7

FOR OPEN RAIL = SQ. FT.


6

GROOVE (`TYP.`)

ƒ" DOUBLE DRIP

10•

*`5

`RAIL OPTION ONLY.

`GROOVES FOR OPEN

*`NOTE: DOUBLE DRIP

1'-4

1'-0

OPEN RAIL

SEALER

CONCRETE

LIMITS OF

TOP OF SLAB

LIMITS FOR OPEN RAILS

CONCRETE SEALER

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

ACCORDANCE WITH ARTICLE 2403.03, P, 3 OF THE STANDARD SPECIFICATIONS.

TO THE FULL LENGTH OF BRIDGE. CONCRETE SEALER SHALL BE APPLIED IN

THE CONCRETE SEALER LIMITS ARE SHOWN IN THE DETAIL AND SHALL APPLY

OF RAIL, AND ON ALL SIDES OF THE OPEN RAIL POSTS.

ALSO BE APPLIED TO THE OPEN RAIL ON THE TOP, TRAFFIC FACE SIDE, BOTTOM

THE TOP, EDGE OF SLAB AND UNDER THE SLAB. THE CONCRETE SEALER SHALL

CONCRETE SEALER SHALL BE APPLIED TO BOTH SIDES OF BRIDGE SLAB ON

@ 2'-0 CENTERS

INDENTATION

1"x8x0'-8

EQ. SPA.

3

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

OF SLAB

BOTTOM

OF SLAB

TOP

RAIL

UNDER

OF SLAB

BOTTOM

RAIL

UNDER

OF SLAB

TOP

15'-0 22'-02'-3

19'-6 20'-6 19'-6

15'-0

3'-4

3'-4

LAP TYP.

2'-3 MIN.

7a1

8a4

6b1 8b2

8b5

8a2

7a5

6b6

8a4

7a1

8b3

8b5

6b1

7a6

8a8

8b9

7a7

8b8

7a6

8b8

3'-6

LAP TYP.

3'-11 MIN.

21'-0

3'-3

3'-9

5'-6

8a9

6'-3 5'-6 11'-9

6'-3

8b2

1'-0

3'-9

22'-02'-3

8a2

1'-0

11'-9

8b3

5'-4

LAP TYP.

4'-0 MIN.

6'-0 6'-0 5'-4

8b9

7b4 7b4

7a3

3'-6

LAP TYP.

2'-2 MIN.

17'-0 21'-63'-3

8a8

17'-0

6'-0 6'-0

16'-0

7a3

3 3

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1'-

2•

3†

70'-0 BRIDGE


J30-02E-06

1'-

2•

1'-

2•

1'-

2‡

‰

„

ˆ

„ˆ

= 14'-0

2 SPA. @ 7'-04 SPA. @ 5'-3 = 21'-0

EPOXY COATED REINFORCING

40.08 40.13

FINAL GRADE LINE

| PIER






IMMEDIATELY AFTER

POSITION OF SLAB

AS FORMED

TOP OF SLAB

| BRIDGE

ABOUT


FORM CAMBER DIAGRAM

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SLAB BRIDGES

CONTINUOUS CONCRETE

NOVEMBER, 2006

2'-1

LI

NE

D

LI

NE

E

1'-

0

LINE D

LINE E

LINE A

LINE B

LINE C

2'-1

30'-0 ROADWAY

58 SPACES @ 0'-6 = 29'-0

… 3‚

LEVEL

GUTTER LINE

PARABOLIC

3'-0

CROWN ORDINATES

2.0% SLOPE


1'-4




15'-3


15'-0



3‚

…

PARABOLIC

3'-0

POST

JOINT UNDER


2.0% SLOPE

GROOVE (`TYP.`)

5" ƒ" DRIP

UNLESS NOTED


1'-

0

1'-7



6

GROOVE (`TYP.`)

ƒ" DOUBLE DRIP

10•

*`5

`RAIL OPTION ONLY.

`GROOVES FOR OPEN

*`NOTE: DOUBLE DRIP

1'-4

1'-0

OPEN RAIL

SEALER

CONCRETE

LIMITS OF

TOP OF SLAB


CONCRETE SEALER



















@ 2'-0 CENTERS

INDENTATION

1"x8x0'-8

EQ. SPA.

3



21'-0 28'-0

LINE A

LINE A

LINE B

LINE C

LINE B

LINE C

LINE D

LINE D

LINE E

LINE E

OF SLAB

BOTTOM

OF SLAB

TOP

RAIL

UNDER

OF SLAB

BOTTOM

RAIL

UNDER

OF SLAB

TOP

15'-9 23'-0

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

15'-9

4'-0

4'-0

LAP TYP.

2'-8 MIN.

7a1

8a4

6b1 8b2

8b5

8a2

7a5

6b6

8a4

7a1

8b3

8b5

6b1

7a6

8a8

8b9

7a7

8b8

7a6

8b8

3'-6

LAP TYP.

4'-9 MIN.

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

LAP TYP.

4'-9 MIN.

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

8b9

7b4 7b4

7a3

3'-6

LAP TYP.

3'-2 MIN.

18'-0 23'-62'-3

8a8

18'-0

6'-6 6'-6

16'-6

7a3

3'-0

3'-0

3 3


10†

1ƒ 7

3'-1010ƒ

3'-9•2'-0

70'

70'

70'-0 BRIDGE


J30-03B-06


5100 5100 5100

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

BENT BAR DETAILS

31,733 32,209

1'-

7•

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•

2'-

3

- (2'-3)

TOTAL LENGTH

1'-

3

1'-6 2'-0ƒ

2'-

0ƒ

1'-6

2'-11

6e4

D=4•

D=6

1'-5

1'-5

31'-0ƒ

34'-7ƒ

42'-5„

15° SKEW

30° SKEW

45° SKEW

(TYP.)

ANGLE

SKEW

8e2

PAVING BLOCK LIFTING HOOPS

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 ENDS, BOTTOM

SLAB TRANSVERSE, BOTTOM

SLAB LONGITUDINAL TOP, AT RAIL


SLAB LONGITUDINAL TOP






SLAB LONGITUDINAL BOTTOM, AT RAIL




SLAB LONGITUDINAL BOTTOM





6 6

4

8†

1'-1•

D=2•

D=8

5x15x1

5n3

5n1

5m1

5j1

8h4

8h3

8h2

5h1

6e4

6e3

8e2

8e1

5d2

5d1

6c2

6c1

8b9

8b8

6b6

8b5

7b4

8b3

8b2

6b1

8a9

8a8

7a7

7a6

7a5

8a4

7a3

8a2

7a1

10

24

24

40

132

4

8

4

48

72

72

-

18

-

67

-

67

8

8

20

40

40

39

39

39

4

8

4

8

20

40

39

39

39

2'-10

6'-9

6'-8

4'-5

8'-6

32'-10

29'-10

14'-5

6'-11

5'-11

5'-0

-

32'-10

-

32'-10

-

32'-10

29'-6

39'-6

20'-6

11'-4

22'-2

26'-10

17'-3

8'-9

21'-6

17'-3

25'-4

24'-9

20'-6

19'-9

23'-6

23'-0

15'-3

30

169

167

185

1171

351

638

154

347

640

541

-

1578

-

2295

-

3305

631

844

616

1211

1813

2795

1797

513

230

369

208

405

839

2110

1874

2395

1216

10

24

24

40

132

4

8

4

48

72

72

18

-

-

67

-

67

8

8

20

40

40

39

39

39

4

8

4

8

20

40

39

39

39

2'-10

6'-9

6'-8

4'-5

8'-6

34'-0

30'-11

14'-5

6'-11

5'-11

5'-1

33'-11

-

-

34'-0

-

34'-0

29'-6

39'-6

20'-6

11'-4

22'-2

26'-10

17'-3

8'-9

21'-6

17'-3

25'-4

24'-9

20'-6

19'-9

23'-6

23'-0

15'-3

30

169

167

185

1171

364

661

154

347

640

550

1631

-

-

2376

-

3422

631

844

616

1211

1813

2795

1797

513

230

369

208

405

839

2110

1874

2395

1216

10

24

24

40

132

4

8

4

60

72

72

18

-

30

54

30

54

8

8

20

40

40

39

39

39

4

8

4

8

20

40

39

39

39

2'-10

6'-9

6'-8

4'-5

8'-6

37'-11

34'-5

14'-5

6'-11

5'-11

5'-5

37'-6

-

VARIES

32'-10

VARIES

32'-10

29'-6

39'-6

20'-6

11'-4

22'-2

26'-10

17'-3

8'-9

21'-6

17'-3

25'-4

24'-9

20'-6

19'-9

23'-6

23'-0

15'-3

30

169

167

185

1171

405

736

154

433

640

586

1803

-

553

1850

797

2664

631

844

616

1211

1813

2795

1797

513

230

369

208

405

839

2110

1874

2395

1216

10

24

24

40

130

4

8

4

72

72

72

18

-

56

40

56

40

8

8

20

40

40

39

39

39

4

8

4

8

20

40

39

39

39

2'-10

6'-9

6'-8

4'-5

8'-6

46'-6

42'-2

14'-5

6'-11

5'-11

6'-1

45'-4

-

VARIES

32'-10

VARIES

32'-10

29'-6

39'-6

20'-6

11'-4

22'-2

26'-10

17'-3

8'-9

21'-6

17'-3

25'-4

24'-9

20'-6

19'-9

23'-6

23'-0

15'-3

30

169

167

185

1153

497

901

154

520

640

658

2179

-

1032

1370

1486

1973

631

844

616

1211

1813

2795

1797

513

230

369

208

405

839

2110

1874

2395

1216

31,437 32,980

36,537

131.1

162.0

36,394

131.2

36,833

131.9

162.2

36,690

132.0

37,309

134.8

162.9

37,166

134.9

38,080

140.8

164.5

37,937

141.0

35,047

126.5

162.0

34,904

126.6

35,307

127.1

162.2

35,164

127.3

35,581

129.5

162.9

35,438

129.6

36,008

134.5

164.5

35,865

134.6

5n3

#8 D= 6

#7 D= 5‚

#6 D= 4•

FOR :

7b4, 8b8, AND 8b9

6b1, 8b3,

D=3ƒ

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. 5100

36,537

35,047

36,833

35,307

37,309

35,581

38,080

36,008

4957 4957 4957 4957

36,394

34,904

36,690

35,164

37,166

35,438

37,937

35,865

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, 2006

07-09

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°

BARRIER RAILWITH

BARRIER RAILWITH

OPEN RAILWITH

OPEN RAILWITH

SUB TOTAL - LBS.

BILL OF REINFORCING STEEL FOR SUPERSTRUCTURE - BRIDGE

PIER CAPMONOLITHICWITH

PIER CAPNON-MONOLITHICWITH

SKEWWEIGHT

SKEW

ESTIMATED QUANTITIES FOR SUPERSTRUCTURE - BRIDGE

0° 15° 30° 45° 0° 15° 30° 45°

REINFORCING STEEL

C.Y.

LBS.

LIN. FT.

ITEM

REINFORCING STEEL

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

*STRUCTURAL CONCRETE (`BRIDGE`)


BARRIER RAIL - SEE LIST ON RAIL SHEET J30-41-06

OPEN RAIL - SEE LIST ON RAIL SHEET J30-44-06

* INCLUDES 4 WINGS @ 0.68 C.Y. EACH AND 2 TEMPORARY PAVING BLOCKS; EXCLUDES RAIL CONCRETE.


10†

1ƒ 7

3'-1010ƒ

3'-9•2'-0

70'-0 BRIDGE


J30-03E-06


70'

70'

5100 5100 5100

32,327

BENT BAR DETAILS

1'-

7•

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•

2'-

3

- (2'-3)

TOTAL LENGTH

1'-

3

1'-6 2'-0ƒ

2'-

0ƒ

1'-6

2'-11

6e4

D=4•

D=6

1'-5

1'-5

31'-0ƒ

34'-7ƒ

42'-5„

15° SKEW

30° SKEW

45° SKEW

(TYP.)

ANGLE

SKEW

8e2


6 6

4

8†

1'-1•

D=2•

D=8

5x15n35x1

5n3

5n1

5m1

5j1

8h4

8h3

8h2

5h1

6e4

6e3

8e2

8e1

5d2

5d1

6c2

6c1

8b9

8b8

6b6

8b5

7b4

8b3

8b2

6b1

8a9

8a8

7a7

7a6

7a5

8a4

7a3

8a2

7a1

10

24

24

40

132

4

8

4

48

72

72

-

18

-

67

-

67

8

8

20

40

40

39

39

39

4

8

4

8

20

40

39

39

39

2'-10

6'-9

6'-8

4'-5

8'-6

32'-10

29'-10

14'-5

6'-11

5'-11

5'-0

-

32'-10

-

32'-10

-

32'-10

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

30

169

167

185

1171

351

638

154

347

640

541

-

1578

-

2295

-

3305

641

855

611

1335

1820

2864

1901

528

251

390

224

405

900

2217

1934

2604

1276

10

24

24

40

132

4

8

4

48

72

72

18

-

-

67

-

67

8

8

20

40

40

39

39

39

4

8

4

8

20

40

39

39

39

2'-10

6'-9

6'-8

4'-5

8'-6

34'-0

30'-11

14'-5

6'-11

5'-11

5'-1

33'-11

-

-

34'-0

-

34'-0

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

30

169

167

185

1171

364

661

154

347

640

550

1631

-

-

2376

-

3422

641

855

611

1335

1820

2864

1901

528

251

390

224

405

900

2217

1934

2604

1276

10

24

24

40

132

4

8

4

60

72

72

18

-

30

54

30

54

8

8

20

40

40

39

39

39

4

8

4

8

20

40

39

39

39

2'-10

6'-9

6'-8

4'-5

8'-6

37'-11

34'-5

14'-5

6'-11

5'-11

5'-5

37'-6

-

VARIES

32'-10

VARIES

32'-10

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

30

169

167

185

1171

405

736

154

433

640

586

1803

-

553

1850

797

2664

641

855

611

1335

1820

2864

1901

528

251

390

224

405

900

2217

1934

2604

1276

10

24

24

40

130

4

8

4

72

72

72

18

-

56

40

56

40

8

8

20

40

40

39

39

39

4

8

4

8

20

40

39

39

39

2'-10

6'-9

6'-8

4'-5

8'-6

46'-6

42'-2

14'-5

6'-11

5'-11

6'-1

45'-4

-

VARIES

32'-10

VARIES

32'-10

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

30

169

167

185

1153

497

901

154

520

640

658

2179

-

1032

1370

1486

1973

641

855

611

1335

1820

2864

1901

528

251

390

224

405

900

2217

1934

2604

1276

32,623 33,099 33,870

EPOXY COATED

EPOXY COATED 37,427

131.1

162.0

37,284

131.2

37,723

131.9

162.2

37,580

132.0

38,199

134.8

162.9

38,056

134.9

38,970

140.8

164.5

38,827

141.0

35,937

125.5

162.0

35,794

126.6

36,197

127.1

162.2

36,054

127.3

36,471

129.5

162.9

36,328

129.6

36,898

134.5

164.5

36,755

134.6

** BARS MAY BE NON-COATED AT CONTRACTOR'S OPTION.

** PAVING BLOCK LIFTING HOOPS



WING, VERTICAL




PIER CAP ENDS

PIER CAP HOOPS


























#8 D= 6

#7 D= 5‚

#6 D= 4•

FOR :

7b4, 8b8, AND 8b9

6b1, 8b3,

D=3ƒ

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. 5100

37,427

35,937

37,723

36,197

38,199

36,471

38,970

36,898

4957 4957 4957 4957

37,284 37,580 38,056 38,827

35,794 36,054 36,328 36,755

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, 2006

07-09

LOCATION

TOTAL - LBS.

TOTAL - LBS.



O° 15° 30° 45°

BARRIER RAILWITH

BARRIER RAILWITH

OPEN RAILWITH

OPEN RAILWITH

SUB TOTAL - LBS.




SKEWWEIGHT

SKEW


0° 15° 30° 45° 0° 15° 30° 45°

REINFORCING STEEL

C.Y.

LBS.

LIN. FT.

ITEM

REINFORCING STEEL

C.Y.

LBS.


BARRIER RAIL

WITH

OPEN RAIL

WITH


NO. NO. NO.BAR







1'-

3‚

3†

80'-0 BRIDGE


J30-04B-06

1'-

3†

1'-

3‚

1'-

3‚

„ ‰

ˆ

„

‚

= 15'-6

2 SPA. @ 7'-94 SPA. @ 6'-1• = 24'-6


42.15 42.20

FINAL GRADE LINE

| PIER






IMMEDIATELY AFTER

POSITION OF SLAB

AS FORMED

TOP OF SLAB

| BRIDGE

ABOUT


FORM CAMBER DIAGRAM

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.

07-2016

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, 2006

2'-1

LI

NE

D

LI

NE

E

1'-

0

LINE D

LINE E

LINE A

LINE B

LINE C

2'-1

30'-0 ROADWAY

58 SPACES @ 0'-6 = 29'-0

… 3‚

LEVEL

GUTTER LINE

PARABOLIC

3'-0

CROWN ORDINATES

2.0% SLOPE


1'-4




15'-3


15'-0



3‚

…

PARABOLIC

3'-0

POST

JOINT UNDER


2.0% SLOPE

GROOVE (`TYP.`)

5" ƒ" DRIP

UNLESS NOTED


1'-

0

1'-7



6

GROOVE (`TYP.`)

ƒ" DOUBLE DRIP

10•

*`5

`RAIL OPTION ONLY.

`GROOVES FOR OPEN

*`NOTE: DOUBLE DRIP

1'-4

1'-0

OPEN RAIL

SEALER

CONCRETE

LIMITS OF

TOP OF SLAB


CONCRETE SEALER



















@ 2'-0 CENTERS

INDENTATION

1"x8x0'-8

EQ. SPA.

3



24'-6 31'-0

LINE A

LINE A

LINE B

LINE C

LINE B

LINE C

LINE D

LINE D

LINE E

LINE E

OF SLAB

BOTTOM

OF SLAB

TOP

RAIL

UNDER

OF SLAB

BOTTOM

RAIL

UNDER

OF SLAB

TOP

17'-0 24'-0 2'-3

22'-0 23'-0 22'-0

17'-0

4'-2

4'-2

LAP TYP.

2'-3 MIN.

8a1

7a4

6b1 9b2

8b5

8a2

7a5

6b6

7a4

8a1

9b3

8b5

6b1

7a6

8a8

8b10

7a77a6

4'-0

24'-6

3'-9

4'-0

6'-6

8a9

6'-6 13'-9

9b2

1'-0

4'-0

24'-02'-3

8a2

1'-0

13'-9

9b3

8b10

8a3

4'-0

LAP TYP.

2'-2 MIN.

19'-6 23'-63'-9

8a8

19'-6

6'-6 6'-6

8a3

16'-9

6b4

4'-910'-9 10'-9

6b4

4'-9

16'-9

6b86b8

LAP TYP.

4'-11 MIN.

4'-2 4'-2

9b9

9b9

9'-6 9'-6

18'-0

LAP TYP.

2'-11 MIN.

3 3


1'-

3‚

3†

80'-0 BRIDGE


J30-04E-06

1'-

3†

1'-

3‚

„ ‰

ˆ

„

‚

= 15'-6

2 SPA. @ 7'-94 SPA. @ 6'-1• = 24'-6


1'-

3‚

42.2042.15

FINAL GRADE LINE

| PIER






IMMEDIATELY AFTER

POSITION OF SLAB

AS FORMED

TOP OF SLAB

| BRIDGE

ABOUT


FORM CAMBER DIAGRAM

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.

07-2016

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, 2006

2'-1

LI

NE

D

LI

NE

E

1'-

0

LINE D

LINE E

LINE A

LINE B

LINE C

2'-1

30'-0 ROADWAY

58 SPACES @ 0'-6 = 29'-0

… 3‚

LEVEL

GUTTER LINE

PARABOLIC

3'-0

CROWN ORDINATES

2.0% SLOPE


1'-4




15'-3


15'-0



3‚

…

PARABOLIC

3'-0

POST

JOINT UNDER


2.0% SLOPE

GROOVE (`TYP.`)

5" ƒ" DRIP

UNLESS NOTED


1'-

0

1'-7



6

GROOVE (`TYP.`)

ƒ" DOUBLE DRIP

10•

*`5

`RAIL OPTION ONLY.

`GROOVES FOR OPEN

*`NOTE: DOUBLE DRIP

1'-4

1'-0

OPEN RAIL

SEALER

CONCRETE

LIMITS OF

TOP OF SLAB


CONCRETE SEALER



















@ 2'-0 CENTERS

INDENTATION

1"x8x0'-8

EQ. SPA.

3



24'-6 31'-0

LINE A

LINE A

LINE B

LINE C

LINE B

LINE C

LINE D

LINE D

LINE E

LINE E

OF SLAB

BOTTOM

OF SLAB

TOP

RAIL

UNDER

OF SLAB

BOTTOM

RAIL

UNDER

OF SLAB

TOP

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

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

18'-0

5'-0

5'-0

LAP TYP.

2'-8 MIN.

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

LAP TYP.

3'-2 MIN.

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

LAP TYP.

6'-0 MIN.

5'-0 5'-0

9b9

9b9

18'-6

LAP TYP.

3'-6 MIN.

3 3


10†

1ƒ 7

3'-1010ƒ

3'-9•2'-0

80'-0 BRIDGE


J30-05B-06


80'

80'

BENT BAR DETAILS

1'-

8‚

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•

2'-

3

- (2'-3)

TOTAL LENGTH

1'-

3

1'-6 2'-0ƒ

2'-

0ƒ

1'-6

2'-11

6e4

D=4•

D=6

1'-5

1'-5

31'-0ƒ

34'-7ƒ

42'-5„

15° SKEW

30° SKEW

45° SKEW

(TYP.)

ANGLE

SKEW

8e2


6 6

4

8†

1'-1•

D=2•

D=8

5x15n3




WING, VERTICAL




PIER CAP ENDS

PIER CAP HOOPS



























5x1

5n3

5n1

5m1

5j1

8h4

8h3

8h2

5h1

6e4

6e3

8e2

8e1

5d2

5d1

6c2

6c1

8b10

9b9

6b8

6b6

8b5

6b4

9b3

9b2

6b1

8a9

8a8

7a7

7a6

7a5

7a4

8a3

8a2

8a1

10

24

24

40

152

4

8

4

48

72

72

-

18

-

77

-

77

8

8

8

20

40

40

39

39

39

4

8

4

8

20

40

39

39

39

2'-10

6'-9

6'-8

4'-5

8'-6

32'-10

29'-10

14'-5

7'-1

5'-11

5'-0

-

32'-10

-

32'-10

-

32'-10

33'-6

22'-2

25'-9

16'-6

20'-3

7'-3

31'-2

20'-3

19'-3

23'-6

19'-9

27'-4

28'-9

23'-0

22'-3

27'-0

25'-0

17'-3

30

169

167

185

1348

351

638

154

355

640

541

-

1578

-

2637

-

3798

716

603

310

496

2163

436

4133

2686

1128

251

422

224

471

941

1820

2812

2604

1797

10

24

24

40

152

4

8

4

48

72

72

18

-

-

77

-

77

8

8

8

20

40

40

39

39

39

4

8

4

8

20

40

39

39

39

2'-10

6'-9

6'-8

4'-5

8'-6

34'-0

30'-11

14'-5

7'-1

5'-11

5'-1

33'-11

-

-

34'-0

-

34'-0

33'-6

22'-2

25'-9

16'-6

20'-3

7'-3

31'-2

20'-3

19'-3

23'-6

19'-9

27'-4

28'-9

23'-0

22'-3

27'-0

25'-0

17'-3

30

169

167

185

1348

364

661

154

355

640

550

1631

-

-

2731

-

3933

716

603

310

496

2163

436

4133

2686

1128

251

422

224

471

941

1820

2812

2604

1797

10

24

24

40

152

4

8

4

60

72

72

18

-

30

64

30

64

8

8

8

20

40

40

39

39

39

4

8

4

8

20

40

39

39

39

2'-10

6'-9

6'-8

4'-5

8'-6

37'-11

34'-5

14'-5

7'-1

5'-11

5'-5

37'-6

-

VARIES

32'-10

VARIES

32'-10

33'-6

22'-2

25'-9

16'-6

20'-3

7'-3

31'-2

20'-3

19'-3

23'-6

19'-9

27'-4

28'-9

23'-0

22'-3

27'-0

25'-0

17'-3

30

169

167

185

1348

405

736

154

444

640

586

1803

-

553

2192

797

3157

716

603

310

496

2163

436

4133

2686

1128

251

422

224

471

941

1820

2812

2604

1797

10

24

24

40

150

4

8

4

72

72

72

18

-

56

50

56

50

8

8

8

20

40

40

39

39

39

4

8

4

8

20

40

39

39

39

2'-10

6'-9

6'-8

4'-5

8'-6

46'-6

42'-2

14'-5

7'-1

5'-11

6'-1

45'-4

-

VARIES

32'-10

VARIES

32'-10

33'-6

22'-2

25'-9

16'-6

20'-3

7'-3

31'-2

20'-3

19'-3

23'-6

19'-9

27'-4

28'-9

23'-0

22'-3

27'-0

25'-0

17'-3

30

169

167

185

1330

497

901

154

532

640

658

2179

-

1032

1713

1486

2466

716

603

310

496

2163

436

4133

2686

1128

251

422

224

471

941

1820

2812

2604

1797

36,604 36,931 37,379 38,152

42,403

151.8

182.0

42,068

152.0

42,730

152.6

182.2

42,395

152.8

43,178

155.5

182.9

42,843

155.6

43,951

161.5

184.5

43,616

161.6

40,905

147.2

182.0

40,570

147.4.

41,196

147.9

182.2

40,861

148.0

41,439

150.2

182.9

41,104

150.4

41,867

155.1

184.5

41,532

155.3

#9 D= 9

#8 D= 6

#6 D= 4•

FOR :

6b4, 6b8, AND 8b10

6b1, 9b3,

D=3ƒ

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. 5799 5799 5799 5799

42,403

40,905

42,730

41,196

43,178

41,439

43,951

41,867

5464 5464 5464 5464

42,068 42,395 42,843 43,616

40,570 40,861 41,104 41,532

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, 2006

07-09

LOCATION

TOTAL - LBS.

TOTAL - LBS.



O° 15° 30° 45°

BARRIER RAILWITH

BARRIER RAILWITH

OPEN RAILWITH

OPEN RAILWITH

SUB TOTAL - LBS.




SKEWWEIGHT

SKEW


0° 15° 30° 45° 0° 15° 30° 45°

REINFORCING STEEL

C.Y.

LBS.

LIN. FT.

ITEM

REINFORCING STEEL

C.Y.

LBS.


BARRIER RAIL

WITH

OPEN RAIL

WITH


NO. NO. NO.BAR







10†

1ƒ 7

3'-1010ƒ

3'-9•2'-0

80'-0 BRIDGE


J30-05E-06


80'

80'

37,689

BENT BAR DETAILS

1'-

8‚

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•

2'-

3

- (2'-3)

TOTAL LENGTH

1'-

3

1'-6 2'-0ƒ

2'-

0ƒ

1'-6

2'-11

6e4

D=4•

D=6

1'-5

1'-5

31'-0ƒ

34'-7ƒ

42'-5„

15° SKEW

30° SKEW

45° SKEW

(TYP.)

ANGLE

SKEW

8e2


6 6

4

8†

1'-1•

D=2•

D=8

5x15n3

5x1

5n3

5n1

5m1

5j1

8h4

8h3

8h2

5h1

6e4

6e3

8e2

8e1

5d2

5d1

6c2

6c1

8b10

9b9

6b8

6b6

8b5

6b4

9b3

9b2

6b1

8a9

8a8

7a7

7a6

7a5

7a4

8a3

8a2

8a1

10

24

24

40

152

4

8

4

48

72

72

-

18

-

77

-

77

8

8

8

20

40

40

39

39

39

4

8

4

8

20

40

39

39

39

2'-10

6'-9

6'-8

4'-5

8'-6

32'-10

29'-10

14'-5

7'-1

5'-11

5'-0

-

32'-10

-

32'-10

-

32'-10

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

30

169

167

185

1348

351

638

154

355

640

541

-

1578

-

2637

-

3798

727

640

307

491

2270

451

4244

2885

1143

273

444

240

471

1002

1881

2916

2812

1901

10

24

24

40

152

4

8

4

48

72

72

18

-

-

77

-

77

8

8

8

20

40

40

39

39

39

4

8

4

8

20

40

39

39

39

2'-10

6'-9

6'-8

4'-5

8'-6

34'-0

30'-11

14'-5

7'-1

5'-11

5'-1

33'-11

-

-

34'-0

-

34'-0

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

30

169

167

185

1348

364

661

154

355

640

550

1631

-

-

2731

-

3933

727

640

307

491

2270

451

4244

2885

1143

273

444

240

471

1002

1881

2916

2812

1901

10

24

24

40

152

4

8

4

60

72

72

18

-

30

64

30

64

8

8

8

20

40

40

39

39

39

4

8

4

8

20

40

39

39

39

2'-10

6'-9

6'-8

4'-5

8'-6

37'-11

34'-5

14'-5

7'-1

5'-11

5'-5

37'-6

-

VARIES

32'-10

VARIES

32'-10

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

30

169

167

185

1348

405

736

154

444

640

586

1803

-

553

2192

797

3157

727

640

307

491

2270

451

4244

2885

1143

273

444

240

471

1002

1881

2916

2812

1901

10

24

24

40

150

4

8

4

72

72

72

18

-

56

50

56

50

8

8

8

20

40

40

39

39

39

4

8

4

8

20

40

39

39

39

2'-10

6'-9

6'-8

4'-5

8'-6

46'-6

42'-2

14'-5

7'-1

5'-11

6'-1

45'-4

-

VARIES

32'-10

VARIES

32'-10

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

30

169

167

185

1330

497

901

154

532

640

658

2179

-

1032

1713

1486

2466

727

640

307

491

2270

451

4244

2885

1143

273

444

240

471

1002

1881

2916

2812

1901


EPOXY COATED

EPOXY COATED

38,016 38,464 39,237

43,488

151.8

182.0

43,153

152.0

43,815

152.6

182.2

43,480

152.8

44,263

155.5

182.9

43,928

155.6

45,036

161.5

184.5

44,701

161.6

41,990

147.2

182.0

41,655

147.4

42,281

147.8

182.2

41,946

148.0

42,524

150.2

182.9

42,189

150.4

42,952

155.1

184.5

42,617

155.3




WING, VERTICAL




PIER CAP ENDS

PIER CAP HOOPS



























#9 D= 9

#8 D= 6

#6 D= 4•

FOR :

6b4, 6b8, AND 8b10

6b1, 9b3,

D=3ƒ

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. 5799 5799 5799 5799

43,488

41,990

43,815

42,281

44,263

42,524

45,036

42,952

5464 5464 5464 5464

43,153 43,480 43,928 44,701

41,655 41,946 42,189 42,617

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, 2006

07-09

LOCATION

TOTAL - LBS.

TOTAL - LBS.



O° 15° 30° 45°

BARRIER RAILWITH

BARRIER RAILWITH

OPEN RAILWITH

OPEN RAILWITH

SUB TOTAL - LBS.




SKEWWEIGHT

SKEW


0° 15° 30° 45° 0° 15° 30° 45°

REINFORCING STEEL

C.Y.

LBS.

LIN. FT.

ITEM

REINFORCING STEEL

C.Y.

LBS.


BARRIER RAIL

WITH

OPEN RAIL

WITH


NO. NO. NO.BAR







1'-

4‚

3†

90'-0 BRIDGE


J30-06B-06

1'-

4†

1'-

4‚

1'-

4‚

‰ ‚

„

‚

…

4 SPA. @ 6'-10• = 27'-6

= 17'-6

2 SPA. @ 8'-9


44.92 44.97

FINAL GRADE LINE

| PIER






IMMEDIATELY AFTER

POSITION OF SLAB

AS FORMED

TOP OF SLAB

| BRIDGE

ABOUT


FORM CAMBER DIAGRAM

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.

07-2016

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, 2006

2'-1

LI

NE

D

LI

NE

E

1'-

0

LINE D

LINE E

LINE A

LINE B

LINE C

2'-1

30'-0 ROADWAY

58 SPACES @ 0'-6 = 29'-0

… 3‚

LEVEL

GUTTER LINE

PARABOLIC

3'-0

CROWN ORDINATES

2.0% SLOPE


1'-4




15'-3


15'-0



3‚

…

PARABOLIC

3'-0

POST

JOINT UNDER


2.0% SLOPE

GROOVE (`TYP.`)

5" ƒ" DRIP

UNLESS NOTED


1'-

0

1'-7



6

GROOVE (`TYP.`)

ƒ" DOUBLE DRIP

10•

*`5

`RAIL OPTION ONLY.

`GROOVES FOR OPEN

*`NOTE: DOUBLE DRIP

1'-4

1'-0

OPEN RAIL

SEALER

CONCRETE

LIMITS OF

TOP OF SLAB


CONCRETE SEALER



















@ 2'-0 CENTERS

INDENTATION

1"x8x0'-8

EQ. SPA.

3



27'-6 35'-0

LINE A

LINE A

LINE B

LINE C

LINE B

LINE C

LINE D

LINE D

LINE E

LINE E

OF SLAB

BOTTOM

OF SLAB

TOP

RAIL

UNDER

OF SLAB

BOTTOM

RAIL

UNDER

OF SLAB

TOP

18'-9 26'-92'-3

24'-3

24'-3 27'-0 24'-3

24'-32'-3

26'-9 18'-9

4'-3

4'-3

15'-0

LAP TYP.

2'-3 MIN.

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

LAP TYP.

2'-11 MIN.

27'-6

8'-0

4'-3 7'-6

6'-9 6'-9

7'-6 4'-3

8'-0

4'-0

15'-0

6'-9

4'-0

9b9

8a9

9b9

5'-3

6b4

10'-3

6'-9 14'-6

5'-3

6b4

10'-311'-0 11'-0

9b2

21'-6 19'-0 21'-6

11'-3 11'-3

LAP TYP.

2'-10 MIN.

4'-6

LAP TYP.

2'-11 MIN.

1'-6

1'-6

14'-6

10b12 10b12

3 3


1'-

4‚

3†

90'-0 BRIDGE


J30-06E-06

1'-

4†

1'-

4‚

1'-

4‚

‰ ‚

„

‚

…

4 SPA. @ 6'-10• = 27'-6

= 17'-6

2 SPA. @ 8'-9


44.92 44.97

FINAL GRADE LINE

| PIER






IMMEDIATELY AFTER

POSITION OF SLAB

AS FORMED

TOP OF SLAB

| BRIDGE

ABOUT


FORM CAMBER DIAGRAM

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.

07-2016

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, 2006

2'-1

LI

NE

D

LI

NE

E

1'-

0

LINE D

LINE E

LINE A

LINE B

LINE C

2'-1

30'-0 ROADWAY

58 SPACES @ 0'-6 = 29'-0

… 3‚

LEVEL

GUTTER LINE

PARABOLIC

3'-0

CROWN ORDINATES

2.0% SLOPE


1'-4




15'-3


15'-0



3‚

…

PARABOLIC

3'-0

POST

JOINT UNDER


2.0% SLOPE

GROOVE (`TYP.`)

5" ƒ" DRIP

UNLESS NOTED


1'-

0

1'-7



6

GROOVE (`TYP.`)

ƒ" DOUBLE DRIP

10•

*`5

`RAIL OPTION ONLY.

`GROOVES FOR OPEN

*`NOTE: DOUBLE DRIP

1'-4

1'-0

OPEN RAIL

SEALER

CONCRETE

LIMITS OF

TOP OF SLAB


CONCRETE SEALER



















@ 2'-0 CENTERS

INDENTATION

1"x8x0'-8

EQ. SPA.

3



27'-6 35'-0

LINE A

LINE A

LINE B

LINE C

LINE B

LINE C

LINE D

LINE D

LINE E

LINE E

OF SLAB

BOTTOM

OF SLAB

TOP

RAIL

UNDER

OF SLAB

BOTTOM

RAIL

UNDER

OF SLAB

TOP

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'-9

LAP TYP.

2'-8 MIN.

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

LAP TYP.

3'-6 MIN.

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

LAP TYP.

4'-2 MIN.

4'-6

15'-3

LAP TYP.

3'-6 MIN.

2'-6

2'-6

10b12 10b12

3 3


10†

1ƒ 7

3'-1010ƒ

3'-9•2'-0

90'-0 BRIDGE


J30-07B-06


90'

90'

BENT BAR DETAILS

1'-

9‚

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•

2'-

3

- (2'-3)

TOTAL LENGTH

1'-

3

1'-6 2'-0ƒ

2'-

0ƒ

1'-6

2'-11

6e4

D=4•

D=6

1'-5

1'-5

31'-0ƒ

34'-7ƒ

42'-5„

15° SKEW

30° SKEW

45° SKEW

(TYP.)

ANGLE

SKEW

8e2


6 6

4

8†

1'-1•

D=2•

D=8

5x15n3




WING, VERTICAL




PIER CAP ENDS

PIER CAP HOOPS





























5x1

5n3

5n1

5m1

5j1

8h4

8h3

8h2

5h1

6e4

6e3

8e2

8e1

5d2

5d1

6c2

6c1

10b12

6b11

6b10

9b9

6b8

6b6

9b5

6b4

9b3

9b2

6b1

8a9

8a8

8a7

8a6

8a5

8a4

8a3

8a2

8a1

10

24

24

40

172

4

8

4

56

72

72

-

18

-

87

-

87

8

8

4

8

8

20

40

40

39

39

39

4

8

4

8

20

40

39

39

39

2'-10

6'-9

6'-8

4'-5

8'-6

32'-10

29'-10

14'-5

7'-3

5'-11

5'-0

-

32'-10

-

32'-10

-

32'-10

11'-9

28'-8

18'-4

18'-0

26'-2

17'-6

26'-0

12'-9

34'-3

21'-3

7'-9

19'-0

21'-9

31'-8

32'-3

27'-0

24'-6

26'-6

28'-3

19'-0

30

169

167

185

1525

351

638

154

424

640

541

-

1578

-

2980

-

4291

405

345

111

490

315

526

3536

767

4542

2818

454

203

465

339

689

1442

2617

2760

2942

1979

10

24

24

40

172

4

8

4

56

72

72

18

-

-

87

-

87

8

8

4

8

8

20

40

40

39

39

39

4

8

4

8

20

40

39

39

39

2'-10

6'-9

6'-8

4'-5

8'-6

34'-0

30'-11

14'-5

7'-3

5'-11

5'-1

33'-11

-

-

34'-0

-

34'-0

11'-9

28'-8

18'-4

18'-0

26'-2

17'-6

26'-0

12'-9

34'-3

21'-3

7'-9

19'-0

21'-9

31'-8

32'-3

27'-0

24'-6

26'-6

28'-3

19'-0

30

169

167

185

1525

364

661

154

424

640

550

1631

-

-

3086

-

4443

405

345

111

490

315

526

3536

767

4542

2818

454

203

465

339

689

1442

2617

2760

2942

1979

10

24

24

40

172

4

8

4

56

72

72

18

-

30

74

30

74

8

8

4

8

8

20

40

40

39

39

39

4

8

4

8

20

40

39

39

39

2'-10

6'-9

6'-8

4'-5

8'-6

37'-11

34'-5

14'-5

7'-3

5'-11

5'-5

37'-6

-

VARIES

32'-10

VARIES

32'-10

11'-9

28'-8

18'-4

18'-0

26'-2

17'-6

26'-0

12'-9

34'-3

21'-3

7'-9

19'-0

21'-9

31'-8

32'-3

27'-0

24'-6

26'-6

28'-3

19'-0

30

169

167

185

1525

405

736

154

424

640

586

1803

-

553

2535

797

3650

405

345

111

490

315

526

3536

767

4542

2818

454

203

465

339

689

1442

2617

2760

2942

1979

10

24

24

40

170

4

8

4

70

72

72

18

-

56

60

56

60

8

8

4

8

8

20

40

40

39

39

39

4

8

4

8

20

40

39

39

39

2'-10

6'-9

6'-8

4'-5

8'-6

46'-6

42'-2

14'-5

7'-3

5'-11

6'-1

45'-4

-

VARIES

32'-10

VARIES

32'-10

11'-9

28'-8

18'-4

18'-0

26'-2

17'-6

26'-0

12'-9

34'-3

21'-3

7'-9

19'-0

21'-9

31'-8

32'-3

27'-0

24'-6

26'-6

28'-3

19'-0

30

169

167

185

1508

497

901

154

530

640

658

2179

-

1032

2055

1486

2959

405

345

111

490

315

526

3536

767

4542

2818

454

203

465

339

689

1442

2617

2760

2942

1979

41,418 41,774 42,104 42,895

47,748

176.3

202.0

47,368

176.5

48,104

177.1

202.2

47,724

177.3

48,434

180.0

202.9

48,054

180.1

49,225

185.9

204.5

48,845

186.1

46,181

171.7

202.0

45,801

171.9

46,501

172.4

202.2

46,121

172.5

46,715

174.7

202.9

46,335

174.9

47,143

179.5

204.5

46,763

179.7

#9 D= 9

#6 D= 4•

FOR :

6b4, 6b8, AND 6b11

6b1, 9b3,

D=3ƒ

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. 6330 6330 6330 6330

47,748

46,181

48,104

46,501

48,434

46,715

49,225

47,143

5950 5950 5950 5950

47,368 47,724 48,054 48,845

45,801 46,121 46,335 46,763

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, 2006

07-09

LOCATION

TOTAL - LBS.

TOTAL - LBS.



O° 15° 30° 45°

BARRIER RAILWITH

BARRIER RAILWITH

OPEN RAILWITH

OPEN RAILWITH

SUB TOTAL - LBS.




SKEWWEIGHT

SKEW


0° 15° 30° 45° 0° 15° 30° 45°

REINFORCING STEEL

C.Y.

LBS.

LIN. FT.

ITEM

REINFORCING STEEL

C.Y.

LBS.


BARRIER RAIL

WITH

OPEN RAIL

WITH


NO. NO. NO.BAR







10†

1ƒ 7

3'-1010ƒ

3'-9•2'-0

90'-0 BRIDGE


J30-07E-06


90'

90'

42,769

BENT BAR DETAILS

1'-

9‚

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•

2'-

3

- (2'-3)

TOTAL LENGTH

1'-

3

1'-6 2'-0ƒ

2'-

0ƒ

1'-6

2'-11

6e4

D=4•

D=6

1'-5

1'-5

31'-0ƒ

34'-7ƒ

42'-5„

15° SKEW

30° SKEW

45° SKEW

(TYP.)

ANGLE

SKEW

8e2


6 6

4

8†

1'-1•

D=2•

D=8

5x15n3


5x1

5n3

5n1

5m1

5j1

8h4

8h3

8h2

5h1

6e4

6e3

8e2

8e1

5d2

5d1

6c2

6c1

10b12

6b11

6b10

9b9

6b8

6b6

9b5

6b4

9b3

9b2

6b1

8a9

8a8

8a7

8a6

8a5

8a4

8a3

8a2

8a1

10

24

24

40

172

4

8

4

56

72

72

-

18

-

87

-

87

8

8

4

8

8

20

40

40

39

39

39

4

8

4

8

20

40

39

39

39

2'-10

6'-9

6'-8

4'-5

8'-6

32'-10

29'-10

14'-5

7'-3

5'-11

5'-0

-

32'-10

-

32'-10

-

32'-10

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

30

169

167

185

1525

351

638

154

424

640

541

-

1578

-

2980

-

4291

457

343

109

531

313

506

3740

782

4641

3017

469

225

486

367

689

1496

2724

2968

3150

2083

10

24

24

40

172

4

8

4

56

72

72

18

-

-

87

-

87

8

8

4

8

8

20

40

40

39

39

39

4

8

4

8

20

40

39

39

39

2'-10

6'-9

6'-8

4'-5

8'-6

34'-0

30'-11

14'-5

7'-3

5'-11

5'-1

33'-11

-

-

34'-0

-

34'-0

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

30

169

167

185

1525

364

661

154

424

640

550

1631

-

-

3086

-

4443

457

343

109

531

313

506

3740

782

4641

3017

469

225

486

367

689

1496

2724

2968

3150

2083

10

24

24

40

172

4

8

4

56

72

72

18

-

30

74

30

74

8

8

4

8

8

20

40

40

39

39

39

4

8

4

8

20

40

39

39

39

2'-10

6'-9

6'-8

4'-5

8'-6

37'-11

34'-5

14'-5

7'-3

5'-11

5'-5

37'-6

-

VARIES

32'-10

VARIES

32'-10

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

30

169

167

185

1525

405

736

154

424

640

586

1803

-

553

2535

797

3650

457

343

109

531

313

506

3740

782

4641

3017

469

225

486

367

689

1496

2724

2968

3150

2083

10

24

24

40

170

4

8

4

70

72

72

18

-

56

60

56

60

8

8

4

8

8

20

40

40

39

39

39

4

8

4

8

20

40

39

39

39

2'-10

6'-9

6'-8

4'-5

8'-6

46'-6

42'-2

14'-5

7'-3

5'-11

6'-1

45'-4

-

VARIES

32'-10

VARIES

32'-10

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

30

169

167

185

1508

497

901

154

530

640

658

2179

-

1032

2055

1486

2959

457

343

109

531

313

506

3740

782

4641

3017

469

225

486

367

689

1496

2724

2968

3150

2083

43,125 43,455 44,246

49,099

176.3

202.0

48,719

176.5

49,455

177.1

202.2

49,075

177.3

49,785

180.0

202.9

49,405

180.1

50,576

185.9

204.5

50,196

186.1

47,532

171.7

202.0

47,152

171.9

47,852

172.4

202.2

47,472

172.5

48,066

174.7

202.9

47,686

174.9

48,494

179.5

204.5

48,114

179.7

EPOXY COATED

EPOXY COATED




WING, VERTICAL




PIER CAP ENDS

PIER CAP HOOPS





























#9 D= 9

#7 D= 5‚

#6 D= 4•

FOR :

6b4, 6b8, AND 6b11

6b1, 9b3,

D=3ƒ

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. 6330 6330 6330 6330

49,099

47,532

49,455

47,852

49,785

48,066

50,576

48,494

5950 5950 5950 5950

48,719 49,075 49,405 50,196

47,152 47,472 47,686 48,114

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, 2006

07-09

LOCATION

TOTAL - LBS.

TOTAL - LBS.



O° 15° 30° 45°

BARRIER RAILWITH

BARRIER RAILWITH

OPEN RAILWITH

OPEN RAILWITH

SUB TOTAL - LBS.




SKEWWEIGHT

SKEW


0° 15° 30° 45° 0° 15° 30° 45°

REINFORCING STEEL

C.Y.

LBS.

LIN. FT.

ITEM

REINFORCING STEEL

C.Y.

LBS.


BARRIER RAIL

WITH

OPEN RAIL

WITH


NO. NO. NO.BAR







1'-

5•

3†

100'-0 BRIDGE


J30-08B-06

1'-

5•

1'-

5•

1'-

5‡

‚ Š

„

Š

•

= 19'-6

2 SPA. @ 9'-94 SPA. @ 7'-7• = 30'-6


48.4248.37

FINAL GRADE LINE

| PIER






IMMEDIATELY AFTER

POSITION OF SLAB

AS FORMED

TOP OF SLAB

| BRIDGE

ABOUT


FORM CAMBER DIAGRAM

07-2016

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.

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, 2006

2'-1

LI

NE

D

LI

NE

E

1'-

0

LINE D

LINE E

LINE A

LINE B

LINE C

2'-1

30'-0 ROADWAY

58 SPACES @ 0'-6 = 29'-0

… 3‚

LEVEL

GUTTER LINE

PARABOLIC

3'-0

CROWN ORDINATES

2.0% SLOPE


1'-4




15'-3


15'-0



3‚

…

PARABOLIC

3'-0

POST

JOINT UNDER


2.0% SLOPE

GROOVE (`TYP.`)

5" ƒ" DRIP

UNLESS NOTED


1'-

0

1'-7



6

GROOVE (`TYP.`)

ƒ" DOUBLE DRIP

10•

*`5

`RAIL OPTION ONLY.

`GROOVES FOR OPEN

*`NOTE: DOUBLE DRIP

1'-4

1'-0

OPEN RAIL

SEALER

CONCRETE

LIMITS OF

TOP OF SLAB


CONCRETE SEALER



















@ 2'-0 CENTERS

INDENTATION

1"x8x0'-8

EQ. SPA.

3



30'-6 39'-0

LINE A

LINE A

LINE B

LINE C

LINE B

LINE C

LINE D

LINE D

LINE E

LINE E

OF SLAB

BOTTOM

OF SLAB

TOP

RAIL

UNDER

OF SLAB

BOTTOM

RAIL

UNDER

OF SLAB

TOP

21'-0 29'-9 2'-9 26'-9

27'-3 29'-6 27'-3

26'-9 2'-9 29'-9 21'-0

5'-3

16'-920'-3 5'-3

13'-3

LAP TYP.

3'-11 MIN.

LAP TYP.

2'-3 MIN.

8a1

9a4

8a3

6b1

10b2

9b6

7b410b3

8a2

9a5

8a2

6b7

8a3

9a4

8a1

10b37b4

9b6

10b2

6b1

8a6

8a8

6b11

8a7

6b8

8a6

8a8

6b11

6b8

30'-6

9'-3

8'-0 8'-0

9'-3

4'-9

20'-3

13'-3

8'-0

4'-9

9b9

8a9

9b9

4'-3

6b5

11'-08'-0

8'-0 16'-9

8'-0

4'-3

6b5

11'-0

LAP TYP.

2'-10 MIN.

5'-0 5'-0

23'-9 20'-6 23'-9

10'-3 11'-9 10'-3

LAP TYP.

2'-11 MIN.

LAP TYP.

2'-11 MIN.

1'-8

1'-8

6b10

10b12

9'-0

10b12

11'-9

9'-0

3 3


1'-

5•

3†

100'-0 BRIDGE


J30-08E-06

1'-

5•

1'-

5•

1'-

5‡

‚ Š

„

Š

•

= 19'-6

2 SPA. @ 9'-94 SPA. @ 7'-7• = 30'-6


48.37 48.42

FINAL GRADE LINE

| PIER






IMMEDIATELY AFTER

POSITION OF SLAB

AS FORMED

TOP OF SLAB

| BRIDGE

ABOUT


FORM CAMBER DIAGRAM

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.

07-2016

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, 2006

2'-1

LI

NE

D

LI

NE

E

1'-

0

LINE D

LINE E

LINE A

LINE B

LINE C

2'-1

30'-0 ROADWAY

58 SPACES @ 0'-6 = 29'-0

… 3‚

LEVEL

GUTTER LINE

PARABOLIC

3'-0

CROWN ORDINATES

2.0% SLOPE


1'-4




15'-3


15'-0



3‚

…

PARABOLIC

3'-0

POST

JOINT UNDER


2.0% SLOPE

GROOVE (`TYP.`)

5" ƒ" DRIP

UNLESS NOTED


1'-

0

1'-7



6

GROOVE (`TYP.`)

ƒ" DOUBLE DRIP

10•

*`5

`RAIL OPTION ONLY.

`GROOVES FOR OPEN

*`NOTE: DOUBLE DRIP

1'-4

1'-0

OPEN RAIL

SEALER

CONCRETE

LIMITS OF

TOP OF SLAB


CONCRETE SEALER



















@ 2'-0 CENTERS

INDENTATION

1"x8x0'-8

EQ. SPA.

3



30'-6 39'-0

LINE A

LINE A

LINE B

LINE C

LINE B

LINE C

LINE D

LINE D

LINE E

LINE E

OF SLAB

BOTTOM

OF SLAB

TOP

RAIL

UNDER

OF SLAB

BOTTOM

RAIL

UNDER

OF SLAB

TOP

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

LAP TYP.

4'-9 MIN.

LAP TYP.

2'-8 MIN.

8a1

9a4

8a3

6b1

10b2

9b6

7b4 10b3

8a2

9a5

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

LAP TYP.

4'-2 MIN.

5'-0 5'-0

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

10'-0 10'-0

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

LAP TYP.

3'-6 MIN.

LAP TYP.

3'-6 MIN.

2'-9

2'-9

10b12 10b12

3 3

8a2


10†

1ƒ 7

3'-1010ƒ

3'-9•2'-0

100'

100'

100'-0 BRIDGE


J30-09B-06NON-EPOXY COATED REINFORCING

BENT BAR DETAILS

1'-

10‚

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•

2'-

3

- (2'-3)

TOTAL LENGTH

1'-

3

1'-6 2'-0ƒ

2'-

0ƒ

1'-6

2'-11

6e4

D=4•

D=6

1'-5

1'-5

31'-0ƒ

34'-7ƒ

42'-5„

15° SKEW

30° SKEW

45° SKEW

(TYP.)

ANGLE

SKEW

8e2


6 6

4

8†

1'-1•

D=2•

D=8

5x15n3




WING, VERTICAL




PIER CAP ENDS

PIER CAP HOOPS






























5x1

5n3

5n1

5m1

5j1

8h4

8h3

8h2

5h1

6e4

6e3

8e2

8e1

5d2

5d1

6c2

6c1

10b12

6b11

6b10

9b9

6b8

6b7

9b6

6b5

7b4

10b3

10b2

6b1

8a9

8a8

8a7

8a6

9a5

9a4

8a3

8a2

8a1

10

24

24

40

192

4

8

4

48

72

72

-

18

-

97

-

97

8

8

4

8

8

20

40

40

39

39

39

39

4

8

4

8

20

40

39

39

39

2'-10

6'-9

6'-8

4'-5

8'-6

32'-10

29'-10

14'-5

7'-5

5'-11

5'-0

-

32'-10

-

32'-10

-

32'-10

17'-0

27'-11

21'-4

22'-0

25'-8

27'-6

21'-3

13'-6

16'-8

25'-6

24'-9

6'-9

20'-6

24'-0

34'-8

35'-9

29'-6

27'-6

29'-6

31'-5

21'-3

30

169

167

185

1703

351

638

154

372

640

541

-

1578

-

3322

-

4784

586

336

129

599

309

827

2890

812

1329

4280

4154

396

219

513

371

764

2006

3740

3072

3272

2213

10

24

24

40

192

4

8

4

48

72

72

18

-

-

97

-

97

8

8

4

8

8

20

40

40

39

39

39

39

4

8

4

8

20

40

39

39

39

2'-10

6'-9

6'-8

4'-5

8'-6

34'-0

30'-11

14'-5

7'-5

5'-11

5'-1

33'-11

-

-

34'-0

-

34'-0

17'-0

27'-11

21'-4

22'-0

25'-8

27'-6

21'-3

13'-6

16'-8

25'-6

24'-9

6'-9

20'-6

24'-0

34'-8

35'-9

29'-6

27'-6

29'-6

31'-5

21'-3

30

169

167

185

1703

364

661

154

372

640

550

1631

-

-

3440

-

4954

586

336

129

599

309

827

2890

812

1329

4280

4154

396

219

513

371

764

2006

3740

3072

3272

2213

10

24

24

40

192

4

8

4

64

72

72

18

-

30

84

30

84

8

8

4

8

8

20

40

40

39

39

39

39

4

8

4

8

20

40

39

39

39

2'-10

6'-9

6'-8

4'-5

8'-6

37'-11

34'-5

14'-5

7'-5

5'-11

5'-5

37'-6

-

VARIES

32'-10

VARIES

32'-10

17'-0

27'-11

21'-4

22'-0

25'-8

27'-6

21'-3

13'-6

16'-8

25'-6

24'-9

6'-9

20'-6

24'-0

34'-8

35'-9

29'-6

27'-6

29'-6

31'-5

21'-3

30

169

167

185

1703

405

736

154

496

640

586

1803

-

553

2877

797

4143

586

336

129

599

309

827

2890

812

1329

4280

4154

396

219

513

371

764

2006

3740

3072

3272

2213

10

24

24

40

190

4

8

4

64

72

72

18

-

56

70

56

70

8

8

4

8

8

20

40

40

39

39

39

39

4

8

4

8

20

40

39

39

39

2'-10

6'-9

6'-8

4'-5

8'-6

46'-6

42'-2

14'-5

7'-5

5'-11

6'-1

45'-4

-

VARIES

32'-10

VARIES

32'-10

17'-0

27'-11

21'-4

22'-0

25'-8

27'-6

21'-3

13'-6

16'-8

25'-6

24'-9

6'-9

20'-6

24'-0

34'-8

35'-9

29'-6

27'-6

29'-6

31'-5

21'-3

30

169

167

185

1685

497

901

154

496

640

658

2179

-

1032

2398

1486

3453

586

336

129

599

309

827

2890

812

1329

4280

4154

396

219

513

371

764

2006

3740

3072

3272

2213

47,451 47,837 48,261 48,947

54,245

205.4

222.0

53,912

205.6

54,631

206.2

222.2

54,298

206.4

55,055

208.9

222.9

54,722

209.1

55,741

214.8

224.5

55,408

215.0

52,730

200.8

222.0

52,397

201.1

53,080

201.4

222.2

52,747

201.6

53,264

203.7

222.9

52,931

203.9

53,693

208.4

224.5

53,360

208.6

#7 D= 5‚

#6 D= 4•

FOR :

6b5, 6b8, AND 6b11

6b1, 7b4,

D=3ƒ

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. 6794 6794 6794 6794

54,245

52,730

54,631

53,080

55,055

53,264

55,741

53,693

6461 6461 6461 6461

53,912 54,298 54,722 55,408

52,397 52,747 52,931 53,360

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, 2006

07-09

LOCATION

TOTAL - LBS.

TOTAL - LBS.



O° 15° 30° 45°

BARRIER RAILWITH

BARRIER RAILWITH

OPEN RAILWITH

OPEN RAILWITH

SUB TOTAL - LBS.




SKEWWEIGHT

SKEW


0° 15° 30° 45° 0° 15° 30° 45°

REINFORCING STEEL

C.Y.

LBS.

LIN. FT.

ITEM

REINFORCING STEEL

C.Y.

LBS.


BARRIER RAIL

WITH

OPEN RAIL

WITH


NO. NO. NO.BAR







10†

1ƒ 7

3'-1010ƒ

2'-0 3'-9•

100'

100'

100'-0 BRIDGE


J30-09E-06


REINFORCING STEEL EPOXY COATED


BENT BAR DETAILS

1'-

10‚

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•

2'-

3

- (2'-3)

TOTAL LENGTH

1'-

3

1'-6 2'-0ƒ

2'-

0ƒ

1'-6

2'-11

6e4

D=4•

D=6

1'-5

1'-5

31'-0ƒ

34'-7ƒ

42'-5„

15° SKEW

30° SKEW

45° SKEW

(TYP.)

ANGLE

SKEW

8e2


6 6

4

8†

1'-1•

D=2•

D=8

5x15n3

5x1

5n3

5n1

5m1

5j1

8h4

8h3

8h2

5h1

6e4

6e3

8e2

8e1

5d2

5d1

6c2

6c1

10b12

6b11

6b10

9b9

6b8

6b7

9b6

6b5

7b4

10b3

10b2

6b1

8a9

8a8

8a7

8a6

9a5

9a4

8a3

8a2

8a1

10

24

24

40

192

4

8

4

48

72

72

-

18

-

97

-

97

8

8

4

8

8

20

40

40

39

39

39

39

4

8

4

8

20

40

39

39

39

2'-10

6'-9

6'-8

4'-5

8'-6

32'-10

29'-10

14'-5

7'-5

5'-11

5'-0

-

32'-10

-

32'-10

-

32'-10

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

30

169

167

185

1703

351

638

154

372

640

541

-

1578

-

3322

-

4784

655

331

127

640

307

807

3094

827

1316

4615

4490

411

241

534

399

764

2176

3910

3281

3489

2317

10

24

24

40

192

4

8

4

48

72

72

18

-

-

97

-

97

8

8

4

8

8

20

40

40

39

39

39

39

4

8

4

8

20

40

39

39

39

2'-10

6'-9

6'-8

4'-5

8'-6

34'-0

30'-11

14'-5

7'-5

5'-11

5'-1

33'-11

-

-

34'-0

-

34'-0

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

30

169

167

185

1703

364

661

154

372

640

550

1631

-

-

3440

-

4954

655

331

127

640

307

807

3094

827

1316

4615

4490

411

241

534

399

764

2176

3910

3281

3489

2317

10

24

24

40

192

4

8

4

64

72

72

18

-

30

84

30

84

8

8

4

8

8

20

40

40

39

39

39

39

4

8

4

8

20

40

39

39

39

2'-10

6'-9

6'-8

4'-5

8'-6

37'-11

34'-5

14'-5

7'-5

5'-11

5'-5

37'-6

-

VARIES

32'-10

VARIES

32'-10

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

30

169

167

185

1703

405

736

154

496

640

586

1803

-

553

2877

797

4143

655

331

127

640

307

807

3094

827

1316

4615

4490

411

241

534

399

764

2176

3910

3281

3489

2317

10

24

24

40

190

4

8

4

64

72

72

18

-

56

70

56

70

8

8

4

8

8

20

40

40

39

39

39

39

4

8

4

8

20

40

39

39

39

2'-10

6'-9

6'-8

4'-5

8'-6

46'-6

42'-2

14'-5

7'-5

5'-11

6'-1

45'-4

-

VARIES

32'-10

VARIES

32'-10

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

30

169

167

185

1685

497

901

154

496

640

658

2179

-

1032

2398

1486

3453

655

331

127

640

307

807

3094

827

1316

4615

4490

411

241

534

399

764

2176

3910

3281

3489

2317

49,365 49,751 50,175 50,861

56,159

205.4

222.0

55,826

205.6

56,545

206.2

222.2

56,212

206.4

56,969

208.9

222.9

56,636

209.1

57,655

214.8

224.5

57,322

215.0

54,994

201.4

222.2

54,661

201.6

55,178

203.7

222.9

54,845

203.9

55,607

208.4

224.5

55,274

208.6


54,644

200.8

222.0

54,311

201.0




WING, VERTICAL




PIER CAP ENDS

PIER CAP HOOPS






























#7 D= 5‚

#6 D= 4•

FOR :

6b5, 6b8, AND 6b11

6b1, 7b4,

D=3ƒ

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. 6794 6794 6794 6794

56,159

54,644

56,545

54,994

56,969

55,178

57,655

55,607

6461 6461 6461 6461

55,826 56,212 56,636 57,322

54,311 54,661 54,845 55,274

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, 2006

07-09

LOCATION

TOTAL - LBS.

TOTAL - LBS.



O° 15° 30° 45°

BARRIER RAILWITH

BARRIER RAILWITH

OPEN RAILWITH

OPEN RAILWITH

SUB TOTAL - LBS.




SKEWWEIGHT

SKEW


0° 15° 30° 45° 0° 15° 30° 45°

REINFORCING STEEL

C.Y.

LBS.

LIN. FT.

ITEM

REINFORCING STEEL

C.Y.

LBS.


BARRIER RAIL

WITH

OPEN RAIL

WITH


NO. NO. NO.BAR







1'-

6•

3†

110'-0 BRIDGE


J30-10B-06

1'-

6•

1'-

6•

1'-

6‡

… ‹

‰ ‚

•

= 21'-6

3 SPA. @ 7'-24 SPA. @ 8'-4• = 33'-6


51.14 51.19

FINAL GRADE LINE

| PIER






IMMEDIATELY AFTER

POSITION OF SLAB

AS FORMED

TOP OF SLAB

| BRIDGE

ABOUT


FORM CAMBER DIAGRAM

•

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.

07-2016

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, 2006

2'-1

LI

NE

D

LI

NE

E

1'-

0

LINE D

LINE E

LINE A

LINE B

LINE C

2'-1

30'-0 ROADWAY

58 SPACES @ 0'-6 = 29'-0

… 3‚

LEVEL

GUTTER LINE

PARABOLIC

3'-0

CROWN ORDINATES

2.0% SLOPE


1'-4




15'-3


15'-0



3‚

…

PARABOLIC

3'-0

POST

JOINT UNDER


2.0% SLOPE

GROOVE (`TYP.`)

5" ƒ" DRIP

UNLESS NOTED


1'-

0

1'-7



6

GROOVE (`TYP.`)

ƒ" DOUBLE DRIP

10•

*`5

`RAIL OPTION ONLY.

`GROOVES FOR OPEN

*`NOTE: DOUBLE DRIP

1'-4

1'-0

OPEN RAIL

SEALER

CONCRETE

LIMITS OF

TOP OF SLAB


CONCRETE SEALER



















@ 2'-0 CENTERS

INDENTATION

1"x8x0'-8

EQ. SPA.

3



33'-6 43'-0

LINE A

LINE A

LINE B

LINE C

LINE B

LINE C

LINE D

LINE D

LINE E

LINE E

OF SLAB

BOTTOM

OF SLAB

TOP

RAIL

UNDER

OF SLAB

BOTTOM

RAIL

UNDER

OF SLAB

TOP

23'-0 33'-9 2'-8 29'-6

30'-3 39'-0 30'-3

29'-6 2'-8 33'-9 2-0 23'-0

5'-3

18'-018'-4 5'-3

15'-0

LAP TYP.

3'-11 MIN.

LAP TYP.

2'-3 MIN.

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

6b8LAP TYP.

2'-11 MIN.

33'-6

8'-3 8'-3

2'-0

18'-4

15'-0

18'-0

8'-4

2'-0

10'-0 8'-4

10'-0

8a9

LAP TYP.

3'-7 MIN.

5'-6 5'-6

22'-6 23'-0 22'-6

11'-9 13'-6 13'-6 11'-9

LAP TYP.

2'-11 MIN.

2'-0

9'-6 9'-6

10'-0 10'-0

10b9 10b9

9'-3

10b12

9'-3

10b12

3 3


1'-

6•

3†

110'-0 BRIDGE


J30-10E-06

1'-

6•

1'-

6‡

… ‹

‰

•

= 21'-6

3 SPA. @ 7'-24 SPA. @ 8'-4• = 33'-6


1'-

6•

51.1951.14

FINAL GRADE LINE

| PIER






IMMEDIATELY AFTER

POSITION OF SLAB

AS FORMED

TOP OF SLAB

| BRIDGE

ABOUT


FORM CAMBER DIAGRAM

‚

•

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.

07-2016

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, 2006

2'-1

LI

NE

D

LI

NE

E

1'-

0

LINE D

LINE E

LINE A

LINE B

LINE C

2'-1

30'-0 ROADWAY

58 SPACES @ 0'-6 = 29'-0

… 3‚

LEVEL

GUTTER LINE

PARABOLIC

3'-0

CROWN ORDINATES

2.0% SLOPE


1'-4




15'-3


15'-0



3‚

…

PARABOLIC

3'-0

POST

JOINT UNDER


2.0% SLOPE

GROOVE (`TYP.`)

5" ƒ" DRIP

UNLESS NOTED


1'-

0

1'-7



6

GROOVE (`TYP.`)

ƒ" DOUBLE DRIP

10•

*`5

`RAIL OPTION ONLY.

`GROOVES FOR OPEN

*`NOTE: DOUBLE DRIP

1'-4

1'-0

OPEN RAIL

SEALER

CONCRETE

LIMITS OF

TOP OF SLAB


CONCRETE SEALER



















@ 2'-0 CENTERS

INDENTATION

1"x8x0'-8

EQ. SPA.

3



33'-6 43'-0

LINE A

LINE A

LINE B

LINE C

LINE B

LINE C

LINE D

LINE D

LINE E

LINE E

OF SLAB

BOTTOM

OF SLAB

TOP

RAIL

UNDER

OF SLAB

BOTTOM

RAIL

UNDER

OF SLAB

TOP

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

LAP TYP.

4'-9 MIN.

LAP TYP.

2'-8 MIN.

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

6b8LAP TYP.

3'-6 MIN.

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

LAP TYP.

5'-4 MIN.

5'-6 5'-6

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

10'-3 10'-3

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

LAP TYP.

3'-6 MIN.

10b9 10b9

10b12 10b12

3 3


10†

1ƒ 7

3'-1010ƒ

3'-9•2'-0

110'

110'

110'-0 BRIDGE


J30-11B-06


53,556 53,972

BENT BAR DETAILS

1'-

11•

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•

2'-

3

- (2'-3)

TOTAL LENGTH

1'-

3

1'-6 2'-0ƒ

2'-

0ƒ

1'-6

2'-11

6e4

D=4•

D=6

1'-5

1'-5

31'-0ƒ

34'-7ƒ

42'-5„

15° SKEW

30° SKEW

45° SKEW

(TYP.)

ANGLE

SKEW

8e2


6 6

4

8†

1'-1•

D=2•

D=8

5x15n3




WING, VERTICAL




PIER CAP ENDS

PIER CAP HOOPS





























5x1

5n3

5n1

5m1

5j1

8h4

8h3

8h2

5h1

6e4

6e3

8e2

8e1

5d2

5d1

6c2

6c1

10b12

6b11

6b10

10b9

6b8

6b6

10b5

7b4

10b3

10b2

8b1

8a9

8a8

9a7

9a6

8a5

9a4

8a3

9a2

8a1

10

24

24

40

212

4

8

4

54

72

72

-

18

-

107

-

107

8

8

4

8

8

20

40

39

39

39

39

4

8

4

8

20

40

39

39

39

2'-10

6'-9

6'-8

4'-5

8'-6

32'-10

29'-10

14'-5

7'-7

5'-11

5'-0

-

32'-10

-

32'-10

-

32'-10

17'-6

30'-8

21'-10

25'-3

27'-2

28'-6

24'-6

21'-7

23'-7

26'-4

12'-6

23'-0

22'-9

39'-2

39'-3

39'-0

30'-6

32'-2

35'-9

23'-3

30

169

167

185

1880

351

638

154

428

640

541

-

1578

-

3665

-

5277

603

369

132

870

327

857

4217

1721

3958

4420

1302

246

486

533

1068

2083

4148

3350

4741

2422

10

24

24

40

212

4

8

4

54

72

72

18

-

-

107

-

107

8

8

4

8

8

20

40

39

39

39

39

4

8

4

8

20

40

39

39

39

2'-10

6'-9

6'-8

4'-5

8'-6

34'-0

30'-11

14'-5

7'-7

5'-11

5'-1

33'-11

-

-

34'-0

-

34'-0

17'-6

30'-8

21'-10

25'-3

27'-2

28'-6

24'-6

21'-7

23'-7

26'-4

12'-6

23'-0

22'-9

39'-2

39'-3

39'-0

30'-6

32'-2

35'-9

23'-3

30

169

167

185

1880

364

661

154

428

640

550

1631

-

-

3795

-

5465

603

369

132

870

327

857

4217

1721

3958

4420

1302

246

486

533

1068

2083

4148

3350

4741

2422

10

24

24

40

212

4

8

4

54

72

72

18

-

30

94

30

94

8

8

4

8

8

20

40

39

39

39

39

4

8

4

8

20

40

39

39

39

2'-10

6'-9

6'-8

4'-5

8'-6

37'-11

34'-5

14'-5

7'-7

5'-11

5'-5

37'-6

-

VARIES

32'-10

VARIES

32'-10

17'-6

30'-8

21'-10

25'-3

27'-2

28'-6

24'-6

21'-7

23'-7

26'-4

12'-6

23'-0

22'-9

39'-2

39'-3

39'-0

30'-6

32'-2

35'-9

23'-3

30

169

167

185

1880

405

736

154

428

640

586

1803

-

553

3220

797

4636

603

369

132

870

327

857

4217

1721

3958

4420

1302

246

486

533

1068

2083

4148

3350

4741

2422

10

24

24

40

210

4

8

4

72

72

72

18

-

56

80

56

80

8

8

4

8

8

20

40

39

39

39

39

4

8

4

8

20

40

39

39

39

2'-10

6'-9

6'-8

4'-5

8'-6

46'-6

42'-2

14'-5

7'-7

5'-11

6'-1

45'-4

-

VARIES

32'-10

VARIES

32'-10

17'-6

30'-8

21'-10

25'-3

27'-2

28'-6

24'-6

21'-7

23'-7

26'-4

12'-6

23'-0

22'-9

39'-2

39'-3

39'-0

30'-6

32'-2

35'-9

23'-3

30

169

167

185

1862

497

901

154

570

640

658

2179

-

1032

2740

1486

3946

603

369

132

870

327

857

4217

1721

3958

4420

1302

246

486

533

1068

2083

4148

3350

4741

2422

54,242 55,069

60,817

234.3

242.0

60,518

234.5

61,233

235.0

242.2

60,934

235.2

61,503

237.8

242.9

61,204

238.0

62,330

243.5

244.5

62,031

243.7

59,246

229.7

242.0

58,947

229.9

59,626

230.3

242.2

59,327

230.5

59,780

232.5

242.9

59,481

232.7

60,208

237.1

244.5

59,909

237.3

6b8, AND 6b11

8b1, 7b4,

#8 D= 6

#7 D= 5‚

#6 D= 4•

FOR :

D=3ƒ

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. 7261 7261 7261 7261

60,817

59,246

61,233

59,626

61,503

59,780

62,330

60,208

6962 6962 6962 6962

60,518 60,934 61,204 62,031

58,947 59,327 59,481 59,909

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, 2006

07-09

LOCATION

TOTAL - LBS.

TOTAL - LBS.



O° 15° 30° 45°

BARRIER RAILWITH

BARRIER RAILWITH

OPEN RAILWITH

OPEN RAILWITH

SUB TOTAL - LBS.




SKEWWEIGHT

SKEW


0° 15° 30° 45° 0° 15° 30° 45°

REINFORCING STEEL

C.Y.

LBS.

LIN. FT.

ITEM

REINFORCING STEEL

C.Y.

LBS.


BARRIER RAIL

WITH

OPEN RAIL

WITH


NO. NO. NO.BAR







10†

1ƒ 7

3'-1010ƒ

3'-9•2'-0

110'

110'

110'-0 BRIDGE


J30-11E-06




BENT BAR DETAILS

1'-

11•

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•

2'-

3

- (2'-3)

TOTAL LENGTH

1'-

3

1'-6 2'-0ƒ

2'-

0ƒ

1'-6

2'-11

6e4

D=4•

D=6

1'-5

1'-5

31'-0ƒ

34'-7ƒ

42'-5„

15° SKEW

30° SKEW

45° SKEW

(TYP.)

ANGLE

SKEW

8e2


6 6

4

8†

1'-1•

D=2•

D=8

5x15n3

5x1

5n3

5n1

5m1

5j1

8h4

8h3

8h2

5h1

6e4

6e3

8e2

8e1

5d2

5d1

6c2

6c1

10b12

6b11

6b10

10b9

6b8

6b6

10b5

7b4

10b3

10b2

8b1

8a9

8a8

9a7

9a6

8a5

9a4

8a3

9a2

8a1

10

24

24

40

212

4

8

4

54

72

72

-

18

-

107

-

107

8

8

4

8

8

20

40

39

39

39

39

4

8

4

8

20

40

39

39

39

2'-10

6'-9

6'-8

4'-5

8'-6

32'-10

29'-10

14'-5

7'-7

5'-11

5'-0

-

32'-10

-

32'-10

-

32'-10

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

30

169

167

185

1880

351

638

154

428

640

541

-

1578

-

3665

-

5277

672

364

127

939

322

822

4562

1708

4294

4755

1354

257

508

581

1068

2190

4318

3567

5072

2526

10

24

24

40

212

4

8

4

54

72

72

18

-

-

107

-

107

8

8

4

8

8

20

40

39

39

39

39

4

8

4

8

20

40

39

39

39

2'-10

6'-9

6'-8

4'-5

8'-6

34'-0

30'-11

14'-5

7'-7

5'-11

5'-1

33'-11

-

-

34'-0

-

34'-0

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

30

169

167

185

1880

364

661

154

428

640

550

1631

-

-

3795

-

5465

672

364

127

939

322

822

4562

1708

4294

4755

1354

257

508

581

1068

2190

4318

3567

5072

2526

10

24

24

40

212

4

8

4

54

72

72

18

-

30

94

30

94

8

8

4

8

8

20

40

39

39

39

39

4

8

4

8

20

40

39

39

39

2'-10

6'-9

6'-8

4'-5

8'-6

37'-11

34'-5

14'-5

7'-7

5'-11

5'-5

37'-6

-

VARIES

32'-10

VARIES

32'-10

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

30

169

167

185

1880

405

736

154

428

640

586

1803

-

553

3220

797

4636

672

364

127

939

322

822

4562

1708

4294

4755

1354

257

508

581

1068

2190

4318

3567

5072

2526

10

24

24

40

210

4

8

4

72

72

72

18

-

56

80

56

80

8

8

4

8

8

20

40

39

39

39

39

4

8

4

8

20

40

39

39

39

2'-10

6'-9

6'-8

4'-5

8'-6

46'-6

42'-2

14'-5

7'-7

5'-11

6'-1

45'-4

-

VARIES

32'-10

VARIES

32'-10

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

30

169

167

185

1862

497

901

154

570

640

658

2179

-

1032

2740

1486

3946

672

364

127

939

322

822

4562

1708

4294

4755

1354

257

508

581

1068

2190

4318

3567

5072

2526

55,709 56,125 56,395 57,222

62,970

234.3

242.0

62,671

234.5

63,386

235.0

242.2

63,087

235.2

63,656

237.8

242.9

63,357

238.0

64,483

243.5

244.5

64,184

243.7

61,399

229.7

242.0

61,100

229.9

61,779

230.3

242.2

61,480

230.5

61,933

232.5

242.9

61,634

232.7

62,361

237.1

244.5

62,062

237.3





WING, VERTICAL




PIER CAP ENDS

PIER CAP HOOPS





























#8 D= 6

#7 D= 5‚

#6 D= 4•

FOR :

6b8, AND 6b11

8b1, 7b4,

D=3ƒ

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. 7261 7261 7261 7261

62,970

61,399

63,386

61,779

63,656

61,933

64,483

62,361

6962 6962 6962 6962

62,671 63,087 63,357 64,184

61,100 61,480 61,634 62,062

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, 2006

07-09

LOCATION

TOTAL - LBS.

TOTAL - LBS.



O° 15° 30° 45°

BARRIER RAILWITH

BARRIER RAILWITH

OPEN RAILWITH

OPEN RAILWITH

SUB TOTAL - LBS.




SKEWWEIGHT

SKEW


0° 15° 30° 45° 0° 15° 30° 45°

REINFORCING STEEL

C.Y.

LBS.

LIN. FT.

ITEM

REINFORCING STEEL

C.Y.

LBS.


BARRIER RAIL

WITH

OPEN RAIL

WITH


NO. NO. NO.BAR







1'-

8

3†

120'-0 BRIDGE


J30-12B-06

1'-

8…

1'-

8

1'-

8

‹ •

‰

‡

= 23'-6

3 SPA. @ 7'-104 SPA. @ 9'-1• = 36'-6


55.28 55.33

FINAL GRADE LINE

| PIER






IMMEDIATELY AFTER

POSITION OF SLAB

AS FORMED

TOP OF SLAB

| BRIDGE

ABOUT


FORM CAMBER DIAGRAM

Š

†

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.

07-2016

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, 2006

2'-1

LI

NE

D

LI

NE

E

1'-

0

LINE D

LINE E

LINE A

LINE B

LINE C

2'-1

30'-0 ROADWAY

58 SPACES @ 0'-6 = 29'-0

… 3‚

LEVEL

GUTTER LINE

PARABOLIC

3'-0

CROWN ORDINATES

2.0% SLOPE


1'-4




15'-3


15'-0



3‚

…

PARABOLIC

3'-0

POST

JOINT UNDER


2.0% SLOPE

GROOVE (`TYP.`)

5" ƒ" DRIP

UNLESS NOTED


1'-

0

1'-7



6

GROOVE (`TYP.`)

ƒ" DOUBLE DRIP

10•

*`5

`RAIL OPTION ONLY.

`GROOVES FOR OPEN

*`NOTE: DOUBLE DRIP

1'-4

1'-0

OPEN RAIL

SEALER

CONCRETE

LIMITS OF

TOP OF SLAB


CONCRETE SEALER



















@ 2'-0 CENTERS

INDENTATION

1"x8x0'-8

EQ. SPA.

3



36'-6 47'-0

LINE A

LINE A

LINE B

LINE C

LINE B

LINE C

LINE D

LINE D

LINE E

LINE E

OF SLAB

BOTTOM

OF SLAB

TOP

RAIL

UNDER

OF SLAB

BOTTOM

RAIL

UNDER

OF SLAB

TOP

25'-6 36'-62'-3 3'-5 32'-9

28'-0 34'-0 28'-0

32'-9 3'-5 36'-6 2'-3 25'-6

6'-0 5'-3

19'-019'-6 5'-3

17'-0 10'-9

LAP TYP.

3'-11 MIN.

LAP TYP.

2'-3 MIN.

10'-9

9a1

8a4

9a3

7b1 10b2

11b5

7b410b3

9a2

9a5

9a2

6b6

9a3

8a4

9a1

10b37b4

11b5

10b2 7b1

9a6

8a9

6b11

9a7 9a8

6b106b8

9a79a6

8a9

6b11

6b8

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

LAP TYP.

2'-11 MIN.

36'-6

6'-6 6'-6

19'-6

17'-0

19'-0

8'-6

24'-3 11'-9 23'-6 11'-9 24'-3

10'-0 11'-0 11'-0 10'-0

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

LAP TYP.

3'-7 MIN.

8'-6

8a10

LAP TYP.

2'-11 MIN.

6'-0

10b9 10b9

11b12 11b12

3 3


1'-

8

3†

120'-0 BRIDGE


J30-12E-06

1'-

8…

1'-

8

1'-

8

‹ •

‰

‡

= 23'-6

3 SPA. @ 7'-104 SPA. @ 9'-1• = 36'-6


55.28 55.33

FINAL GRADE LINE

| PIER






IMMEDIATELY AFTER

POSITION OF SLAB

AS FORMED

TOP OF SLAB

| BRIDGE

ABOUT


FORM CAMBER DIAGRAM

Š

†

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.

07-2016

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, 2006

2'-1

LI

NE

D

LI

NE

E

1'-

0

LINE D

LINE E

LINE A

LINE B

LINE C

2'-1

30'-0 ROADWAY

58 SPACES @ 0'-6 = 29'-0

… 3‚

LEVEL

GUTTER LINE

PARABOLIC

3'-0

CROWN ORDINATES

2.0% SLOPE


1'-4




15'-3


15'-0



3‚

…

PARABOLIC

3'-0

POST

JOINT UNDER


2.0% SLOPE

GROOVE (`TYP.`)

5" ƒ" DRIP

UNLESS NOTED


1'-

0

1'-7



6

GROOVE (`TYP.`)

ƒ" DOUBLE DRIP

10•

*`5

`RAIL OPTION ONLY.

`GROOVES FOR OPEN

*`NOTE: DOUBLE DRIP

1'-4

1'-0

OPEN RAIL

SEALER

CONCRETE

LIMITS OF

TOP OF SLAB


CONCRETE SEALER



















@ 2'-0 CENTERS

INDENTATION

1"x8x0'-8

EQ. SPA.

3



36'-6 47'-0

LINE A

LINE A

LINE B

LINE C

LINE B

LINE C

LINE D

LINE D

LINE E

LINE E

OF SLAB

BOTTOM

OF SLAB

TOP

RAIL

UNDER

OF SLAB

BOTTOM

RAIL

UNDER

OF SLAB

TOP

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

LAP TYP.

4'-9 MIN.

LAP TYP.

2'-8 MIN.

12'-0

9a1

8a4

9a3

7b1 10b2

11b5

7b410b3

9a2

9a5

9a2

6b6

9a3

8a4

9a1

10b37b4

11b5

10b2 7b1

9a6

8a9

6b11

9a7 9a8

6b106b8

9a79a6

8a9

6b11

6b8

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

LAP TYP.

3'-6 MIN.

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

LAP TYP.

5'-4 MIN.

9'-6

8a10

LAP TYP.

3'-6 MIN.

10b9 10b9

11b12 11b12

3 3


10†

1ƒ 7

3'-1010ƒ

3'-9•2'-0

120'

120'

120'-0 BRIDGE


J30-13B-06


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•

2'-

3

- (2'-3)

TOTAL LENGTH

1'-

3

1'-6 2'-0ƒ

2'-

0ƒ

1'-6

2'-11

6e4

D=4•

D=6

1'-5

1'-5

31'-0ƒ

34'-7ƒ

42'-5„

15° SKEW

30° SKEW

45° SKEW

(TYP.)

ANGLE

SKEW

8e2

2'-

1


6 6

4

8†

1'-1•

D=2•

D=8

5x15n3




WING, VERTICAL




PIER CAP ENDS

PIER CAP HOOPS






























5x1

5n3

5n1

5m1

5j1

8h4

8h3

8h2

5h1

6e4

6e3

8e2

8e1

5d2

5d1

6c2

6c1

11b12

6b11

6b10

10b9

6b8

6b6

11b5

7b4

10b3

10b2

7b1

8a10

8a9

9a8

9a7

9a6

9a5

8a4

9a3

9a2

9a1

10

24

24

40

232

4

8

4

40

72

72

-

18

-

117

-

117

8

8

4

8

8

20

40

39

39

39

39

4

8

4

8

8

20

40

39

39

39

2'-10

6'-9

6'-8

4'-5

8'-6

32'-10

29'-10

14'-5

7'-10

5'-11

5'-0

-

32'-10

-

32'-10

-

32'-10

21'-0

31'-11

23'-10

27'-0

29'-5

30'-0

27'-9

23'-5

24'-9

27'-6

8'-6

23'-6

24'-6

42'-2

12'-0

34'-4

34'-0

28'-3

36'-2

38'-9

25'-9

30

169

167

185

2057

351

638

154

327

640

541

-

1578

-

4007

-

5770

893

384

144

930

354

902

5898

1867

4154

4615

678

251

524

574

327

934

2312

3018

4796

5139

3415

10

24

24

40

232

4

8

4

40

72

72

18

-

-

117

-

117

8

8

4

8

8

20

40

39

39

39

39

4

8

4

8

8

20

40

39

39

39

2'-10

6'-9

6'-8

4'-5

8'-6

34'-0

30'-11

14'-5

7'-10

5'-11

5'-1

33'-11

-

-

34'-0

-

34'-0

21'-0

31'-11

23'-10

27'-0

29'-5

30'-0

27'-9

23'-5

24'-9

27'-6

8'-6

23'-6

24'-6

42'-2

12'-0

34'-4

34'-0

28'-3

36'-2

38'-9

25'-9

30

169

167

185

2057

364

661

154

327

640

550

1631

-

-

4150

-

5975

893

384

144

930

354

902

5898

1867

4154

4615

678

251

524

574

327

934

2312

3018

4796

5139

3415

10

24

24

40

232

4

8

4

60

72

72

18

-

30

104

30

104

8

8

4

8

8

20

40

39

39

39

39

4

8

4

8

8

20

40

39

39

39

2'-10

6'-9

6'-8

4'-5

8'-6

37'-11

34'-5

14'-5

7'-10

5'-11

5'-5

37'-6

-

VARIES

32'-10

VARIES

32'-10

21'-0

31'-11

23'-10

27'-0

29'-5

30'-0

27'-9

23'-5

24'-9

27'-6

8'-6

23'-6

24'-6

42'-2

12'-0

34'-4

34'-0

28'-3

36'-2

38'-9

25'-9

30

169

167

185

2057

405

736

154

491

640

586

1803

-

553

3562

797

5129

893

384

144

930

354

902

5898

1867

4154

4615

678

251

524

574

327

934

2312

3018

4796

5139

3415

10

24

24

40

230

4

8

4

60

72

72

18

-

56

90

56

90

8

8

4

8

8

20

40

39

39

39

39

4

8

4

8

8

20

40

39

39

39

2'-10

6'-9

6'-8

4'-5

8'-6

46'-6

42'-2

14'-5

7'-10

5'-11

6'-1

45'-4

-

VARIES

32'-10

VARIES

32'-10

21'-0

31'-11

23'-10

27'-0

29'-5

30'-0

27'-9

23'-5

24'-9

27'-6

8'-6

23'-6

24'-6

42'-2

12'-0

34'-4

34'-0

28'-3

36'-2

38'-9

25'-9

30

169

167

185

2040

497

901

154

491

640

658

2179

-

1032

3083

1486

4439

893

384

144

930

354

902

5898

1867

4154

4615

678

251

524

574

327

934

2312

3018

4796

5139

3415

58,723 59,169 59,573 60,260

66,784

271.2

262.0

66,259

271.4

67,230

271.9

262.2

66,705

272.1

67,634

274.6

262.9

67,109

274.8

68,321

280.2

264.5

67,796

280.4

65,314

266.6

262.0

64,789

266.8

65,724

267.1

262.2

65,199

267.4

65,848

269.3

262.9

65,323

269.6

66,278

273.8

264.5

65,753

274.1

#7 D= 5‚

#6 D= 4•

FOR :

D=3ƒ

6b8, AND 6b11

7b1, 7b4,

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. 8061 8061 8061 8061

66,784

65,314

67,230

65,724

67,634

65,848

68,321

66,278

7536 7536 7536 7536

66,259 66,705 67,109 67,796

64,789 65,199 65,323 65,753

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, 2006

07-09

LOCATION

TOTAL - LBS.

TOTAL - LBS.



O° 15° 30° 45°

BARRIER RAILWITH

BARRIER RAILWITH

OPEN RAILWITH

OPEN RAILWITH

SUB TOTAL - LBS.




SKEWWEIGHT

SKEW


0° 15° 30° 45° 0° 15° 30° 45°

REINFORCING STEEL

C.Y.

LBS.

LIN. FT.

ITEM

REINFORCING STEEL

C.Y.

LBS.


BARRIER RAIL

WITH

OPEN RAIL

WITH


NO. NO. NO.BAR







10†

1ƒ 7

3'-1010ƒ

3'-9•2'-0

120'

120'

120'-0 BRIDGE


J30-13E-06




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•

2'-

3

- (2'-3)

TOTAL LENGTH

1'-

3

1'-6 2'-0ƒ

2'-

0ƒ

1'-6

2'-11

6e4

D=4•

D=6

1'-5

1'-5

31'-0ƒ

34'-7ƒ

42'-5„

15° SKEW

30° SKEW

45° SKEW

(TYP.)

ANGLE

SKEW

8e2

2'-

1


6 6

4

8†

1'-1•

D=2•

D=8

5x15n3

5x1

5n3

5n1

5m1

5j1

8h4

8h3

8h2

5h1

6e4

6e3

8e2

8e1

5d2

5d1

6c2

6c1

11b12

6b11

6b10

10b9

6b8

6b6

11b5

7b4

10b3

10b2

7b1

8a10

8a9

9a8

9a7

9a6

9a5

8a4

9a3

9a2

9a1

10

24

24

40

232

4

8

4

40

72

72

-

18

-

117

-

117

8

8

4

8

8

20

40

39

39

39

39

4

8

4

8

8

20

40

39

39

39

2'-10

6'-9

6'-8

4'-5

8'-6

32'-10

29'-10

14'-5

7'-10

5'-11

5'-0

-

32'-10

-

32'-10

-

32'-10

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

30

169

167

185

2057

351

638

154

327

640

541

-

1578

-

4007

-

5770

978

379

139

999

349

852

6429

1854

4490

4951

718

273

545

622

327

982

2482

3124

5139

5470

3581

10

24

24

40

232

4

8

4

40

72

72

18

-

-

117

-

117

8

8

4

8

8

20

40

39

39

39

39

4

8

4

8

8

20

40

39

39

39

2'-10

6'-9

6'-8

4'-5

8'-6

34'-0

30'-11

14'-5

7'-10

5'-11

5'-1

33'-11

-

-

34'-0

-

34'-0

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

30

169

167

185

2057

364

661

154

327

640

550

1631

-

-

4150

-

5975

978

379

139

999

349

852

6429

1854

4490

4951

718

273

545

622

327

982

2482

3124

5139

5470

3581

10

24

24

40

232

4

8

4

60

72

72

18

-

30

104

30

104

8

8

4

8

8

20

40

39

39

39

39

4

8

4

8

8

20

40

39

39

39

2'-10

6'-9

6'-8

4'-5

8'-6

37'-11

34'-5

14'-5

7'-10

5'-11

5'-5

37'-6

-

VARIES

32'-10

VARIES

32'-10

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

30

169

167

185

2057

405

736

154

491

640

586

1803

-

553

3562

797

5129

978

379

139

999

349

852

6429

1854

4490

4951

718

273

545

622

327

982

2482

3124

5139

5470

3581

10

24

24

40

230

4

8

4

60

72

72

18

-

56

90

56

90

8

8

4

8

8

20

40

39

39

39

39

4

8

4

8

8

20

40

39

39

39

2'-10

6'-9

6'-8

4'-5

8'-6

46'-6

42'-2

14'-5

7'-10

5'-11

6'-1

45'-4

-

VARIES

32'-10

VARIES

32'-10

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

30

169

167

185

2040

497

901

154

491

640

658

2179

-

1032

3083

1486

4439

978

379

139

999

349

852

6429

1854

4490

4951

718

273

545

622

327

982

2482

3124

5139

5470

3581

61,297 61,743 62,147 62,834

69,358

271.2

262.0

68,833

271.4

69,804

271.9

262.2

69,279

272.1

70,208

274.6

262.9

69,683

274.8

70,895

280.2

264.5

70,370

280.4

67,888

266.6

262.0

67,363

266.8

68,298

267.1

262.2

67,773

267.4

68,422

269.3

262.9

67,897

269.6

68,852

273.8

264.5

68,327

274.1





WING, VERTICAL




PIER CAP ENDS

PIER CAP HOOPS






























#7 D= 5‚

#6 D= 4•

FOR :

6b8, AND 6b11

7b1, 7b4,

D=3ƒ

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. 8061 8061 8061 8061

69,358

67,888

69,804

68,298

70,208

68,422

70,895

68,852

7536 7536 7536 7536

68,833 69,279 69,683 70,370

67,363 67,773 67,897 68,327

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, 2006

07-09

LOCATION

TOTAL - LBS.

TOTAL - LBS.



O° 15° 30° 45°

BARRIER RAILWITH

BARRIER RAILWITH

OPEN RAILWITH

OPEN RAILWITH

SUB TOTAL - LBS.




SKEWWEIGHT

SKEW


0° 15° 30° 45° 0° 15° 30° 45°

REINFORCING STEEL

C.Y.

LBS.

LIN. FT.

ITEM

REINFORCING STEEL

C.Y.

LBS.


BARRIER RAIL

WITH

OPEN RAIL

WITH


NO. NO. NO.BAR







1'-

9‚

3†

130'-0 BRIDGE


J30-14B-06

1'-

9†

1'-

9‚

1'-

9‚

Œ

‚

‡

•

4 SPA. @ 9'-10• = 39'-6

= 25'-6

3 SPA. @ 8'-6


58.74 58.79

FINAL GRADE LINE

| PIER






IMMEDIATELY AFTER

POSITION OF SLAB

AS FORMED

TOP OF SLAB

| BRIDGE

ABOUT


FORM CAMBER DIAGRAM

Š

†

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.

07-2016

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, 2006

2'-1

LI

NE

D

LI

NE

E

1'-

0

LINE D

LINE E

LINE A

LINE B

LINE C

2'-1

30'-0 ROADWAY

58 SPACES @ 0'-6 = 29'-0

… 3‚

LEVEL

GUTTER LINE

PARABOLIC

3'-0

CROWN ORDINATES

2.0% SLOPE


1'-4




15'-3


15'-0



3‚

…

PARABOLIC

3'-0

POST

JOINT UNDER


2.0% SLOPE

GROOVE (`TYP.`)

5" ƒ" DRIP

UNLESS NOTED


1'-

0

1'-7



6

GROOVE (`TYP.`)

ƒ" DOUBLE DRIP

10•

*`5

`RAIL OPTION ONLY.

`GROOVES FOR OPEN

*`NOTE: DOUBLE DRIP

1'-4

1'-0

OPEN RAIL

SEALER

CONCRETE

LIMITS OF

TOP OF SLAB


CONCRETE SEALER



















@ 2'-0 CENTERS

INDENTATION

1"x8x0'-8

EQ. SPA.

3



39'-6 51'-0

LINE A

LINE A

LINE B

LINE C

LINE B

LINE C

LINE D

LINE D

LINE E

LINE E

OF SLAB

BOTTOM

OF SLAB

TOP

RAIL

UNDER

OF SLAB

BOTTOM

RAIL

UNDER

OF SLAB

TOP

27'-3 39'-32'-9 3'-6 35'-3

31'-3 38'-0 31'-3

35'-3 3'-6 39'-3 2'-9 27'-3

5'-0 6'-3

5'-016'-321'-9 6'-3

13'-6 10'-0

LAP TYP.

3'-11 MIN.

LAP TYP.

2'-3 MIN.

10'-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

LAP TYP.

2'-11 MIN.

39'-6

6'-6 6'-6

21'-9

13'-6

10'-0 16'-3

10'-0

LAP TYP.

3'-7 MIN.

30'-0 30'-012'-4 12'-426'-4

10'-0 11'-3 11'-3

14'-014'-0 16'-3 16'-3

10'-0

9a10

LAP TYP.

3'-11 MIN.

11b9 11b9

11b12 11b12

3 3


1'-

9‚

3†

130'-0 BRIDGE


J30-14E-06

1'-

9†

1'-

9‚

1'-

9‚

Œ

‚

‡

•

4 SPA. @ 9'-10• = 39'-6

= 25'-6

3 SPA. @ 8'-6


58.74 58.79

FINAL GRADE LINE

| PIER






IMMEDIATELY AFTER

POSITION OF SLAB

AS FORMED

TOP OF SLAB

| BRIDGE

ABOUT


FORM CAMBER DIAGRAM

†

Š

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.

07-2016

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, 2006

2'-1

LI

NE

D

LI

NE

E

1'-

0

LINE D

LINE E

LINE A

LINE B

LINE C

2'-1

30'-0 ROADWAY

58 SPACES @ 0'-6 = 29'-0

… 3‚

LEVEL

GUTTER LINE

PARABOLIC

3'-0

CROWN ORDINATES

2.0% SLOPE


1'-4




15'-3


15'-0



3‚

…

PARABOLIC

3'-0

POST

JOINT UNDER


2.0% SLOPE

GROOVE (`TYP.`)

5" ƒ" DRIP

UNLESS NOTED


1'-

0

1'-7



6

GROOVE (`TYP.`)

ƒ" DOUBLE DRIP

10•

*`5

`RAIL OPTION ONLY.

`GROOVES FOR OPEN

*`NOTE: DOUBLE DRIP

1'-4

1'-0

OPEN RAIL

SEALER

CONCRETE

LIMITS OF

TOP OF SLAB


CONCRETE SEALER



















@ 2'-0 CENTERS

INDENTATION

1"x8x0'-8

EQ. SPA.

3



39'-6 51'-0

LINE A

LINE A

LINE B

LINE C

LINE B

LINE C

LINE D

LINE D

LINE E

LINE E

OF SLAB

BOTTOM

OF SLAB

TOP

RAIL

UNDER

OF SLAB

BOTTOM

RAIL

UNDER

OF SLAB

TOP

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

LAP TYP.

4'-9 MIN.

LAP TYP.

2'-8 MIN.

11'-0

9a1

9a4

9a3

6b1

11b2

10b5

7b411b3

9a2

10a5

9a2

6b6

9a3

9a4

9a1

11b37b4

10b5

11b2

6b1

9a6

8a9

7b11

9a7 9a8

6b106b8

9a79a6

8a9

7b11

6b8

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

LAP TYP.

3'-6 MIN.

39'-6

5'-0 5'-0

23'-0

14'-6

11'-3 17'-6

11'-3

LAP TYP.

5'-4 MIN.

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

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

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

11'-3

9a10

LAP TYP.

4'-9 MIN.

11b9 11b9

11b12 11b12

3 3


10†

1ƒ 7

3'-1010ƒ

3'-9•2'-0

130'

130'

130'-0 BRIDGE


J30-15B-06


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•

2'-

3

- (2'-3)

TOTAL LENGTH

1'-

3

1'-6 2'-0ƒ

2'-

0ƒ

1'-6

2'-11

6e4

D=4•

D=6

1'-5

1'-5

31'-0ƒ

34'-7ƒ

42'-5„

15° SKEW

30° SKEW

45° SKEW

(TYP.)

ANGLE

SKEW

8e2

2'-

2‚


6 6

4

8†

1'-1•

D=2•

D=8

5x15n3




WING, VERTICAL




PIER CAP ENDS

PIER CAP HOOPS






























5x1

5n3

5n1

5m1

5j1

8h4

8h3

8h2

5h1

6e4

6e3

8e2

8e1

5d2

5d1

6c2

6c1

11b12

7b11

6b10

11b9

6b8

6b6

10b5

7b4

11b3

11b2

6b1

9a10

8a9

9a8

9a7

9a6

10a5

9a4

9a3

9a2

9a1

10

24

24

40

252

4

8

4

44

72

72

-

18

-

127

-

127

8

8

4

8

8

20

40

39

39

39

39

4

8

4

8

8

20

40

39

39

39

2'-10

6'-9

6'-8

4'-5

8'-6

32'-10

29'-10

14'-5

8'-1

5'-11

5'-0

-

32'-10

-

32'-10

-

32'-10

21'-3

35'-11

24'-4

30'-3

30'-11

35'-6

23'-6

24'-2

28'-0

26'-3

7'-6

26'-4

30'-3

45'-2

13'-0

36'-10

38'-0

31'-6

38'-9

42'-0

27'-6

30

169

167

185

2235

351

638

154

371

640

541

-

1578

-

4350

-

6264

904

588

147

1286

372

1067

4045

1927

5802

5440

440

359

647

615

354

1002

3271

4284

5139

5570

3647

10

24

24

40

252

4

8

4

44

72

72

18

-

-

127

-

127

8

8

4

8

8

20

40

39

39

39

39

4

8

4

8

8

20

40

39

39

39

2'-10

6'-9

6'-8

4'-5

8'-6

34'-0

30'-11

14'-5

8'-1

5'-11

5'-1

33'-11

-

-

34'-0

-

34'-0

21'-3

35'-11

24'-4

30'-3

30'-11

35'-6

23'-6

24'-2

28'-0

26'-3

7'-6

26'-4

30'-3

45'-2

13'-0

36'-10

38'-0

31'-6

38'-9

42'-0

27'-6

30

169

167

185

2235

364

661

154

371

640

550

1631

-

-

4504

-

6486

904

588

147

1286

372

1067

4045

1927

5802

5440

440

359

647

615

354

1002

3271

4284

5139

5570

3647

10

24

24

40

252

4

8

4

44

72

72

18

-

30

114

30

114

8

8

4

8

8

20

40

39

39

39

39

4

8

4

8

8

20

40

39

39

39

2'-10

6'-9

6'-8

4'-5

8'-6

37'-11

34'-5

14'-5

8'-1

5'-11

5'-5

37'-6

-

VARIES

32'-10

VARIES

32'-10

21'-3

35'-11

24'-4

30'-3

30'-11

35'-6

23'-6

24'-2

28'-0

26'-3

7'-6

26'-4

30'-3

45'-2

13'-0

36'-10

38'-0

31'-6

38'-9

42'-0

27'-6

30

169

167

185

2235

405

736

154

371

640

586

1803

-

553

3904

797

5622

904

588

147

1286

372

1067

4045

1927

5802

5440

440

359

647

615

354

1002

3271

4284

5139

5570

3647

10

24

24

40

250

4

8

4

66

7

72

18

-

56

100

56

100

8

8

4

8

8

20

40

39

39

39

39

4

8

4

8

8

20

40

39

39

39

2'-10

6'-9

6'-8

4'-5

8'-6

46'-6

42'-2

14'-5

8'-1

5'-11

6'-1

45'-4

-

VARIES

32'-10

VARIES

32'-10

21'-3

35'-11

24'-4

30'-3

30'-11

35'-6

23'-6

24'-2

28'-0

26'-3

7'-6

26'-4

30'-3

45'-2

13'-0

36'-10

38'-0

31'-6

38'-9

42'-0

27'-6

30

169

167

185

2217

497

901

154

557

640

658

2179

-

1032

3425

1486

4932

904

588

147

1286

372

1067

4045

1927

5802

5440

440

359

647

615

354

1002

3271

4284

5139

5570

3647

64,579 65,053 65,263 66,135

73,152

307.9

282.0

72,636

308.1

73,626

308.6

282.2

73,107

308.9

73,836

311.3

282.9

73,317

311.5

74,708

316.8

284.5

74,189

317.0

71,638

303.3

282.0

71,119

303.5

72,076

303.9

282.2

71,557

304.1

72,170

306.0

282.9

71,651

306.2

72,599

310.4

284.5

72,080

310.7

#7 D= 5‚

#6 D= 4•

FOR :

6b8, AND 7b11

6b1, 7b4,

D=3ƒ

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. 8573 8573 8573 8573

73,152

71,638

73,626

72,076

73,836

72,170

74,708

72,599

8054 8054 8054 8054

72,636 73,107 73,317 74,189

71,119 71,557 71,651 72,080

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, 2006

07-09

LOCATION

TOTAL - LBS.

TOTAL - LBS.



O° 15° 30° 45°

BARRIER RAILWITH

BARRIER RAILWITH

OPEN RAILWITH

OPEN RAILWITH

SUB TOTAL - LBS.




SKEWWEIGHT

SKEW


0° 15° 30° 45° 0° 15° 30° 45°

REINFORCING STEEL

C.Y.

LBS.

LIN. FT.

ITEM

REINFORCING STEEL

C.Y.

LBS.


BARRIER RAIL

WITH

OPEN RAIL

WITH


NO. NO. NO.BAR







10†

1ƒ 7

3'-1010ƒ

3'-9•2'-0

130'

130'

130'-0 BRIDGE


J30-15E-06




BENT BAR DETAILS

2'-

2‚

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•

2'-

3

- (2'-3)

TOTAL LENGTH

1'-

3

1'-6 2'-0ƒ

2'-

0ƒ

1'-6

2'-11

6e4

D=4•

D=6

1'-5

1'-5

31'-0ƒ

34'-7ƒ

42'-5„

15° SKEW

30° SKEW

45° SKEW

(TYP.)

ANGLE

SKEW

8e2


6 6

4

8†

1'-1•

D=2•

D=8

5x15n3

5x1

5n3

5n1

5m1

5j1

8h4

8h3

8h2

5h1

6e4

6e3

8e2

8e1

5d2

5d1

6c2

6c1

11b12

7b11

6b10

11b9

6b8

6b6

10b5

7b4

11b3

11b2

6b1

9a10

8a9

9a8

9a7

9a6

10a5

9a4

9a3

9a2

9a1

10

24

24

40

252

4

8

4

44

72

72

-

18

-

127

-

127

8

8

4

8

8

20

40

39

39

39

39

4

8

4

8

8

20

40

39

39

39

2'-10

6'-9

6'-8

4'-5

8'-6

32'-10

29'-10

14'-5

8'-1

5'-11

5'-0

-

32'-10

-

32'-10

-

32'-10

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

30

169

167

185

2235

351

638

154

371

640

541

-

1578

-

4350

-

6264

1010

581

139

1393

364

1032

4390

1894

6320

5958

454

395

668

662

354

1050

3529

4454

5470

5901

3813

10

24

24

40

252

4

8

4

44

72

72

18

-

-

127

-

127

8

8

4

8

8

20

40

39

39

39

39

4

8

4

8

8

20

40

39

39

39

2'-10

6'-9

6'-8

4'-5

8'-6

34'-0

30'-11

14'-5

8'-1

5'-11

5'-1

33'-11

-

-

34'-0

-

34'-0

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

30

169

167

185

2235

364

661

154

371

640

550

1631

-

-

4504

-

6486

1010

581

139

1393

364

1032

4390

1894

6320

5958

454

395

668

662

354

1050

3529

4454

5470

5901

3813

10

24

24

40

252

4

8

4

44

72

72

18

-

30

114

30

114

8

8

4

8

8

20

40

39

39

39

39

4

8

4

8

8

20

40

39

39

39

2'-10

6'-9

6'-8

4'-5

8'-6

37'-11

34'-5

14'-5

8'-1

5'-11

5'-5

37'-6

-

VARIES

32'-10

VARIES

32'-10

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

30

169

167

185

2235

405

736

154

371

640

586

1803

-

553

3904

797

5622

1010

581

139

1393

364

1032

4390

1894

6320

5958

454

395

668

662

354

1050

3529

4454

5470

5901

3813

10

24

24

40

250

4

8

4

66

72

72

18

-

56

100

56

100

8

8

4

8

8

20

40

39

39

39

39

4

8

4

8

8

20

40

39

39

39

2'-10

6'-9

6'-8

4'-5

8'-6

46'-6

42'-2

14'-5

8'-1

5'-11

6'-1

45'-4

-

VARIES

32'-10

VARIES

32'-10

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

30

169

167

185

2217

497

901

154

557

640

658

2179

-

1032

3425

1486

4932

1010

581

139

1393

364

1032

4390

1894

6320

5958

454

395

668

662

354

1050

3529

4454

5470

5901

3813

67,504 67,978 68,188 69,060

76,077

307.9

282.0

75,558

308.1

76,551

308.6

282.2

76,032

308.9

76,761

311.3

282.9

76,242

311.5

77,633

316.8

284.5

77,114

317.0

74,563

303.3

282.0

74,044

303.5

75,001

303.9

282.2

74,482

304.1

75,095

306.0

282.9

74,576

306.2

75,524

310.5

284.5

75,005

310.7





WING, VERTICAL




PIER CAP ENDS

PIER CAP HOOPS






























#7 D= 5‚

#6 D= 4•

FOR :

6b8, AND 7b11

6b1, 7b4,

D=3ƒ

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. 8573 8573 8573 8573

76,077

74,563

76,551

75,001

76,761

75,095

77,633

75,524

8054 8054 8054 8054

75,558 76,032 76,242 77,114

74,044 74,482 74,576 75,005

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, 2006

07-09

LOCATION

TOTAL - LBS.

TOTAL - LBS.



O° 15° 30° 45°

BARRIER RAILWITH

BARRIER RAILWITH

OPEN RAILWITH

OPEN RAILWITH

SUB TOTAL - LBS.




SKEWWEIGHT

SKEW


0° 15° 30° 45° 0° 15° 30° 45°

REINFORCING STEEL

C.Y.

LBS.

LIN. FT.

ITEM

REINFORCING STEEL

C.Y.

LBS.


BARRIER RAIL

WITH

OPEN RAIL

WITH


NO. NO. NO.BAR







1'-

10•

3†

140'-0 BRIDGE


J30-16B-06

1'-

10‡

1'-

10•

1'-

10•

•

„

1‰

Š

= 27'-6

3 SPA. @ 9'-2


62.19 62.24

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

FINAL GRADE LINE

| PIER






IMMEDIATELY AFTER

POSITION OF SLAB

AS FORMED

TOP OF SLAB

| BRIDGE

ABOUT


FORM CAMBER DIAGRAM

Ž

‹

•

Š

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.

07-2016

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, 2006

2'-1

LI

NE

D

LI

NE

E

1'-

0

LINE D

LINE E

LINE A

LINE B

LINE C

2'-1

30'-0 ROADWAY

58 SPACES @ 0'-6 = 29'-0

… 3‚

LEVEL

GUTTER LINE

PARABOLIC

3'-0

CROWN ORDINATES

2.0% SLOPE


1'-4




15'-3


15'-0



3‚

…

PARABOLIC

3'-0

POST

JOINT UNDER


2.0% SLOPE

GROOVE (`TYP.`)

5" ƒ" DRIP

UNLESS NOTED


1'-

0

1'-7



6

GROOVE (`TYP.`)

ƒ" DOUBLE DRIP

10•

*`5

`RAIL OPTION ONLY.

`GROOVES FOR OPEN

*`NOTE: DOUBLE DRIP

1'-4

1'-0

OPEN RAIL

SEALER

CONCRETE

LIMITS OF

TOP OF SLAB


CONCRETE SEALER



















@ 2'-0 CENTERS

INDENTATION

1"x8x0'-8

EQ. SPA.

3



42'-6 55'-0

LINE A

LINE A

LINE B

LINE C

LINE B

LINE C

LINE D

LINE D

LINE E

LINE E

OF SLAB

BOTTOM

OF SLAB

TOP

RAIL

UNDER

OF SLAB

BOTTOM

RAIL

UNDER

OF SLAB

TOP

29'-0 43'-02'-4 3'-6 37'-9

33'-6 40'-6 33'-6

37'-9 3'-6 43'-0 2'-4 29'-0

5'-0 17'-3 6'-3

5'-017'-36'-3

14'-9 11'-9

LAP TYP.

3'-11 MIN.

LAP TYP.

2'-3 MIN.

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

6b8LAP TYP.

2'-11 MIN.

42'-6

6'-3

7'-3 7'-3

6'-3

23'-0

14'-9

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

LAP TYP.

3'-7 MIN.

32'-9 32'-912'-8 29'-8 12'-8

10'-3 11'-6 11'-6 10'-3

14'-6 17'-0 17'-0 14'-6

LAP TYP.

3'-11 MIN.

11'-9

23'-0

11b9 11b9

11b12 11b12

3 3


1'-

10•

3†

140'-0 BRIDGE


J30-16E-06

1'-

10‡

1'-

10•

1'-

10•

1‰

= 27'-6

3 SPA. @ 9'-2


62.19 62.24

FINAL GRADE LINE

| PIER





AS FORMED

TOP OF SLAB

| BRIDGE

ABOUT


FORM CAMBER DIAGRAM

Ž

‹


IMMEDIATELY AFTER

POSITION OF SLAB

•

„

Š

•

Š

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

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.

07-2016

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, 2006

2'-1

LI

NE

D

LI

NE

E

1'-

0

LINE D

LINE E

LINE A

LINE B

LINE C

2'-1

30'-0 ROADWAY

58 SPACES @ 0'-6 = 29'-0

… 3‚

LEVEL

GUTTER LINE

PARABOLIC

3'-0

CROWN ORDINATES

2.0% SLOPE


1'-4




15'-3


15'-0



3‚

…

PARABOLIC

3'-0

POST

JOINT UNDER


2.0% SLOPE

GROOVE (`TYP.`)

5" ƒ" DRIP

UNLESS NOTED


1'-

0

1'-7



6

GROOVE (`TYP.`)

ƒ" DOUBLE DRIP

10•

*`5

`RAIL OPTION ONLY.

`GROOVES FOR OPEN

*`NOTE: DOUBLE DRIP

1'-4

1'-0

OPEN RAIL

SEALER

CONCRETE

LIMITS OF

TOP OF SLAB


CONCRETE SEALER



















@ 2'-0 CENTERS

INDENTATION

1"x8x0'-8

EQ. SPA.

3



42'-6 55'-0

LINE A

LINE A

LINE B

LINE C

LINE B

LINE C

LINE D

LINE D

LINE E

LINE E

OF SLAB

BOTTOM

OF SLAB

TOP

RAIL

UNDER

OF SLAB

BOTTOM

RAIL

UNDER

OF SLAB

TOP

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

LAP TYP.

4'-9 MIN.

LAP TYP.

2'-8 MIN.

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

6b8LAP TYP.

3'-6 MIN.

42'-6

7'-6

6'-0 6'-0

7'-6

24'-3

16'-0

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

LAP TYP.

5'-4 MIN.

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

LAP TYP.

4'-9 MIN.

11b9 11b9

11b12 11b12

3 3


10†

1ƒ 7

3'-1010ƒ

3'-9•2'-0

140'

140'

140'-0 BRIDGE


J30-17B-06


72,028

BENT BAR DETAILS

2'-

3•

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•

2'-

3

- (2'-3)

TOTAL LENGTH

1'-

3

1'-6 2'-0ƒ

2'-

0ƒ

1'-6

2'-11

6e4

D=4•

D=6

1'-5

1'-5

31'-0ƒ

34'-7ƒ

42'-5„

15° SKEW

30° SKEW

45° SKEW

(TYP.)

ANGLE

SKEW

8e2


6 6

4

8†

D=2•

D=8

5x15n3

1'-1•




WING, VERTICAL




PIER CAP ENDS

PIER CAP HOOPS






























5x1

5n3

5n1

5m1

5j1

8h4

8h3

8h2

5h1

6e4

6e3

8e2

8e1

5d2

5d1

6c2

6c1

11b12

7b11

6b10

11b9

6b8

6b6

11b5

7b4

11b3

11b2

6b1

10a10

9a9

9a8

9a7

9a6

9a5

10a4

9a3

10a2

9a1

10

24

24

40

272

4

8

4

44

72

72

-

18

-

137

-

137

8

8

4

8

8

20

40

39

39

39

39

4

8

4

8

8

20

40

39

39

39

2'-10

6'-9

6'-8

4'-5

8'-6

32'-10

29'-10

14'-5

8'-3

5'-11

5'-0

-

32'-10

-

32'-10

-

32'-10

21'-9

38'-8

26'-10

31'-6

33'-5

36'-0

26'-6

25'-11

29'-3

23'-6

7'-6

29'-8

33'-0

49'-2

13'-0

39'-10

40'-6

33'-9

41'-3

45'-4

29'-3

30

169

167

185

2412

351

638

154

379

640

541

-

1578

-

4692

-

6757

925

633

162

1339

402

1082

5632

2066

6061

4870

440

511

898

669

354

1084

2754

5810

5470

7608

3879

10

24

24

40

272

4

8

4

44

72

72

18

-

-

137

-

137

8

8

4

8

8

20

40

39

39

39

39

4

8

4

8

8

20

40

39

39

39

2'-10

6'-9

6'-8

4'-5

8'-6

34'-0

30'-11

14'-5

8'-3

5'-11

5'-1

33'-11

-

-

34'-0

-

34'-0

21'-9

38'-8

26'-10

31'-6

33'-5

36'-0

26'-6

25'-11

29'-3

23'-6

7'-6

29'-8

33'-0

49'-2

13'-0

39'-10

40'-6

33'-9

41'-3

45'-4

29'-3

30

169

167

185

2412

364

661

154

379

640

550

1631

-

-

4859

-

6997

925

633

162

1339

402

1082

5632

2066

6061

4870

440

511

898

669

354

1084

2754

5810

5470

7608

3879

10

24

24

40

272

4

8

4

44

72

72

18

-

30

124

30

124

8

8

4

8

8

20

40

39

39

39

39

4

8

4

8

8

20

40

39

39

39

2'-10

6'-9

6'-8

4'-5

8'-6

37'-11

34'-5

14'-5

8'-3

5'-11

5'-5

37'-6

-

VARIES

32'-10

VARIES

32'-10

21'-9

38'-8

26'-10

31'-6

33'-5

36'-0

26'-6

25'-11

29'-3

23'-6

7'-6

29'-8

33'-0

49'-2

13'-0

39'-10

40'-6

33'-9

41'-3

45'-4

29'-3

30

169

167

185

2412

405

736

154

379

640

586

1803

-

553

4247

797

6116

925

633

162

1339

402

1082

5632

2066

6061

4870

440

511

898

669

354

1084

2754

5810

5470

7608

3879

10

24

24

40

270

4

8

4

66

72

72

18

-

56

110

56

110

8

8

4

8

8

20

40

39

39

39

39

4

8

4

8

8

20

40

39

39

39

2'-10

6'-9

6'-8

4'-5

8'-6

46'-6

42'-2

14'-5

8'-3

5'-11

6'-1

45'-4

-

VARIES

32'-10

VARIES

32'-10

21'-9

38'-8

26'-10

31'-6

33'-5

36'-0

26'-6

25'-11

29'-3

23'-6

7'-6

29'-8

33'-0

49'-2

13'-0

39'-10

40'-6

33'-9

41'-3

45'-4

29'-3

30

169

167

185

2394

497

901

154

568

640

658

2179

-

1032

3767

1486

5425

925

633

162

1339

402

1082

5632

2066

6061

4870

440

511

898

669

354

1084

2754

5810

5470

7608

3879

71,342 71,847 72,901

80,399

347.2

302.0

79,944

347.4

80,904

347.9

302.2

80,449

348.1

81,085

350.5

302.9

80,630

350.7

81,958

355.9

304.5

81,503

356.2

78,877

342.6

302.0

78,422

342.8

79,346

343.1

302.2

78,891

343.4

79,411

345.2

302.9

78,956

345.5

79,838

349.5

304.5

79,383

349.8

D=3ƒ

6b8, AND 7b11

6b1, 7b4,

#7 D= 5‚

#6 D= 4•

FOR :

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. 9057 9057 9057 9057

80,399

78,877

80,904

79,346

81,085

79,411

81,958

79,838

8602 8602 8602 8602

79,944 80,449 80,630 81,503

78,422 78,891 78,956 79,383

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, 2006

07-09

LOCATION

TOTAL - LBS.

TOTAL - LBS.



O° 15° 30° 45°

BARRIER RAILWITH

BARRIER RAILWITH

OPEN RAILWITH

OPEN RAILWITH

SUB TOTAL - LBS.




SKEWWEIGHT

SKEW


0° 15° 30° 45° 0° 15° 30° 45°

REINFORCING STEEL

C.Y.

LBS.

LIN. FT.

ITEM

REINFORCING STEEL

C.Y.

LBS.


BARRIER RAIL

WITH

OPEN RAIL

WITH


NO. NO. NO.BAR







10†

1ƒ 7

3'-1010ƒ

3'-9•2'-0

140'

140'

140'-0 BRIDGE


J30-17E-06




BENT BAR DETAILS

2'-

3•

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•

2'-

3

- (2'-3)

TOTAL LENGTH

1'-

3

1'-6 2'-0ƒ

2'-

0ƒ

1'-6

2'-11

6e4

D=4•

D=6

1'-5

1'-5

31'-0ƒ

34'-7ƒ

42'-5„

15° SKEW

30° SKEW

45° SKEW

(TYP.)

ANGLE

SKEW

8e2


6 6

4

8†

D=2•

D=8

5x15n3

1'-1•

5x1

5n3

5n1

5m1

5j1

8h4

8h3

8h2

5h1

6e4

6e3

8e2

8e1

5d2

5d1

6c2

6c1

11b12

7b11

6b10

11b9

6b8

6b6

11b5

7b4

11b3

11b2

6b1

10a10

9a9

9a8

9a7

9a6

9a5

10a4

9a3

10a2

9a1

10

24

24

40

272

4

8

4

44

72

72

-

18

-

137

-

137

8

8

4

8

8

20

40

39

39

39

39

4

8

4

8

8

20

40

39

39

39

2'-10

6'-9

6'-8

4'-5

8'-6

32'-10

29'-10

14'-5

8'-3

5'-11

5'-0

-

32'-10

-

32'-10

-

32'-10

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

30

169

167

185

2412

351

638

154

379

640

541

-

1578

-

4692

-

6757

1031

626

154

1446

394

1032

6164

2033

6579

5388

454

568

932

717

354

1132

2924

6068

5802

8140

4045

10

24

24

40

272

4

8

4

44

72

72

18

-

-

137

-

137

8

8

4

8

8

20

40

39

39

39

39

4

8

4

8

8

20

40

39

39

39

2'-10

6'-9

6'-8

4'-5

8'-6

34'-0

30'-11

14'-5

8'-3

5'-11

5'-1

33'-11

-

-

34'-0

-

34'-0

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

30

169

167

185

2412

364

661

154

379

640

550

1631

-

-

4859

-

6997

1031

626

154

1446

394

1032

6164

2033

6579

5388

454

568

932

717

354

1132

2924

6068

5802

8140

4045

10

24

24

40

272

4

8

4

44

72

72

18

-

30

124

30

124

8

8

4

8

8

20

40

39

39

39

39

4

8

4

8

8

20

40

39

39

39

2'-10

6'-9

6'-8

4'-5

8'-6

37'-11

34'-5

14'-5

8'-3

5'-11

5'-5

37'-6

-

VARIES

32'-10

VARIES

32'-10

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

30

169

167

185

2412

405

736

154

379

640

586

1803

-

553

4247

797

6116

1031

626

154

1446

394

1032

6164

2033

6579

5388

454

568

932

717

354

1132

2924

6068

5802

8140

4045

10

24

24

40

270

4

8

4

66

72

72

18

-

56

110

56

110

8

8

4

8

8

20

40

39

39

39

39

4

8

4

8

8

20

40

39

39

39

2'-10

6'-9

6'-8

4'-5

8'-6

46'-6

42'-2

14'-5

8'-3

5'-11

6'-1

45'-4

-

VARIES

32'-10

VARIES

32'-10

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

30

169

167

185

2394

497

901

154

568

640

658

2179

-

1032

3767

1486

5425

1031

626

154

1446

394

1032

6164

2033

6579

5388

454

568

932

717

354

1132

2924

6068

5802

8140

4045

74,676 75,181 75,362 76,235

83,733

347.2

302.0

83,278

347.4

84,238

347.9

302.2

83,783

348.1

84,419

350.5

302.9

83,964

350.7

85,292

355.9

304.5

84,837

356.2

82,211

342.6

302.0

81,756

342.8

82,680

343.1

302.2

82,225

343.4

82,745

345.2

302.9

82,290

345.5

83,172

349.5

304.5

82,717

349.8





WING, VERTICAL




PIER CAP ENDS

PIER CAP HOOPS






























6b8, AND 7b11

6b1, 7b4,

#7 D= 5‚

#6 D= 4•

FOR :

D=3ƒ

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. 9057 9057 9057 9057

83,733

82,211

84,238

82,680

84,419

82,745

85,292

83,172

8602 8602 8602 8602

83,278 83,783 83,964 84,837

81,756 82,225 82,290 82,717

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, 2006

07-09

LOCATION

TOTAL - LBS.

TOTAL - LBS.



O° 15° 30° 45°

BARRIER RAILWITH

BARRIER RAILWITH

OPEN RAILWITH

OPEN RAILWITH

SUB TOTAL - LBS.




SKEWWEIGHT

SKEW


0° 15° 30° 45° 0° 15° 30° 45°

REINFORCING STEEL

C.Y.

LBS.

LIN. FT.

ITEM

REINFORCING STEEL

C.Y.

LBS.


BARRIER RAIL

WITH

OPEN RAIL

WITH


NO. NO. NO.BAR







2'-

0

3†

150'-0 BRIDGE


J30-18B-06

2'-

0…

2'-

0

2'-

0

1•

= 29'-6

3 SPA. @ 9'-10


66.34 66.39

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

FINAL GRADE LINE

| PIER





AS FORMED

TOP OF SLAB

| BRIDGE

ABOUT


FORM CAMBER DIAGRAM

1̂

Œ


IMMEDIATELY AFTER

POSITION OF SLAB

†

‰

…

†

…

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.

07-2016

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, 2006

2'-1

LI

NE

D

LI

NE

E

1'-

0

LINE D

LINE E

LINE A

LINE B

LINE C

2'-1

30'-0 ROADWAY

58 SPACES @ 0'-6 = 29'-0

… 3‚

LEVEL

GUTTER LINE

PARABOLIC

3'-0

CROWN ORDINATES

2.0% SLOPE


1'-4




15'-3


15'-0



3‚

…

PARABOLIC

3'-0

POST

JOINT UNDER


2.0% SLOPE

GROOVE (`TYP.`)

5" ƒ" DRIP

UNLESS NOTED


1'-

0

1'-7



6

GROOVE (`TYP.`)

ƒ" DOUBLE DRIP

10•

*`5

`RAIL OPTION ONLY.

`GROOVES FOR OPEN

*`NOTE: DOUBLE DRIP

1'-4

1'-0

OPEN RAIL

SEALER

CONCRETE

LIMITS OF

TOP OF SLAB


CONCRETE SEALER



















@ 2'-0 CENTERS

INDENTATION

1"x8x0'-8

EQ. SPA.

3



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

OF SLAB

BOTTOM

OF SLAB

TOP

RAIL

UNDER

OF SLAB

BOTTOM

RAIL

UNDER

OF SLAB

TOP

31'-0 46'-02'-4 4'-4 41'-0

34'-9 42'-6 34'-9

41'-0 4'-4 46'-0 2'-4 31'-0

5'-0 10'-9 19'-6 19'-96'-3

5'-010'-919'-619'-9 6'-3

15'-3 12'-3

LAP TYP.

5'-1 MIN.

LAP TYP.

2'-3 MIN.

15'-312'-3

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

35'-9 32'-0 35'-913'-6 13'-6

10'-9 12'-3 10'-912'-3

15'-3 17'-9 17'-9 15'-3

LAP TYP.

2'-11 MIN.

8'-3 8'-3

6'-6 6'-6

LAP TYP.

3'-7 MIN.

6'-6 6'-6

LAP TYP.

3'-11 MIN.

11b9 11b9

11b12 11b12

33


2'-

0

3†

150'-0 BRIDGE


J30-18E-06

2'-

0…

2'-

0

2'-

0

1•

= 29'-6

3 SPA. @ 9'-10


66.33 66.38

FINAL GRADE LINE

| PIER





AS FORMED

TOP OF SLAB

| BRIDGE

ABOUT


FORM CAMBER DIAGRAM

1̂

Œ


IMMEDIATELY AFTER

POSITION OF SLAB

†

‰

…

†

…

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

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.

07-2016

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, 2006

2'-1

LI

NE

D

LI

NE

E

1'-

0

LINE D

LINE E

LINE A

LINE B

LINE C

2'-1

30'-0 ROADWAY

58 SPACES @ 0'-6 = 29'-0

… 3‚

LEVEL

GUTTER LINE

PARABOLIC

3'-0

CROWN ORDINATES

2.0% SLOPE


1'-4




15'-3


15'-0



3‚

…

PARABOLIC

3'-0

POST

JOINT UNDER


2.0% SLOPE

GROOVE (`TYP.`)

5" ƒ" DRIP

UNLESS NOTED


1'-

0

1'-7



6

GROOVE (`TYP.`)

ƒ" DOUBLE DRIP

10•

*`5

`RAIL OPTION ONLY.

`GROOVES FOR OPEN

*`NOTE: DOUBLE DRIP

1'-4

1'-0

OPEN RAIL

SEALER

CONCRETE

LIMITS OF

TOP OF SLAB


CONCRETE SEALER



















@ 2'-0 CENTERS

INDENTATION

1"x8x0'-8

EQ. SPA.

3



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

OF SLAB

BOTTOM

OF SLAB

TOP

RAIL

UNDER

OF SLAB

BOTTOM

RAIL

UNDER

OF SLAB

TOP

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

LAP TYP.

6'-2 MIN.

LAP TYP.

2'-8 MIN.

16'-613'-6

10a1

9a4

10a3

6b1

11b2

11b5

8b411b3

10a2

9a5

10a2

6b6

10a3

9a4

10a1

11b3 8b4

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

LAP TYP.

3'-6 MIN.

7'-0 7'-0

6'-6 6'-6

LAP TYP.

5'-4 MIN.

6'-6 6'-6

LAP TYP.

4'-9 MIN.

11b9 11b9

11b12 11b12

3 3


10†

1ƒ 7

3'-1010ƒ

3'-9•2'-0

150'

150'

150'-0 BRIDGE


J30-19B-06


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•

2'-

3

- (2'-3)

TOTAL LENGTH

1'-

3

1'-6 2'-0ƒ

2'-

0ƒ

1'-6

2'-11

6e4

D=4•

D=6

1'-5

1'-5

31'-0ƒ

34'-7ƒ

42'-5„

15° SKEW

30° SKEW

45° SKEW

(TYP.)

ANGLE

SKEW

8e2

2'-

5


6 6

4

8†

D=2•

D=8

5x15n3

1'-1•




WING, VERTICAL




PIER CAP ENDS

PIER CAP HOOPS






























5x1

5n3

5n1

5m1

5j1

8h4

8h3

8h2

5h1

6e4

6e3

8e2

8e1

5d2

5d1

6c2

6c1

11b12

7b11

6b10

11b9

6b8

6b6

11b5

8b4

11b3

11b2

6b1

10a10

10a9

9a8

9a7

9a6

9a5

9a4

10a3

10a2

10a1

10

24

24

40

292

4

8

4

44

72

72

-

18

-

147

-

147

8

8

4

8

8

20

40

39

39

39

39

4

8

4

8

8

20

40

39

39

39

2'-10

6'-9

6'-8

4'-5

8'-6

32'-10

29'-10

14'-5

8'-6

5'-11

5'-0

-

32'-10

-

32'-10

-

32'-10

23'-0

41'-2

29'-4

33'-0

35'-8

39'-0

27'-6

33'-4

26'-0

30'-3

7'-6

32'-0

36'-0

53'-2

13'-0

42'-10

42'-6

35'-0

45'-4

48'-4

31'-3

30

169

167

185

2589

351

638

154

391

640

541

-

1578

-

5035

-

7250

978

674

177

1403

429

1172

5845

3471

5388

6269

440

551

1240

724

354

1166

2890

4760

7608

8112

5245

10

24

24

40

292

4

8

4

44

72

72

18

-

-

147

-

147

8

8

4

8

8

20

40

39

39

39

39

4

8

4

8

8

20

40

39

39

39

2'-10

6'-9

6'-8

4'-5

8'-6

34'-0

30'-11

14'-5

8'-6

5'-11

5'-1

33'-11

-

-

34'-0

-

34'-0

23'-0

41'-2

29'-4

33'-0

35'-8

39'-0

27'-6

33'-4

26'-0

30'-3

7'-6

32'-0

36'-0

53'-2

13'-0

42'-10

42'-6

35'-0

45'-4

48'-4

31'-3

30

169

167

185

2589

364

661

154

391

640

550

1631

-

-

5213

-

7507

978

674

177

1403

429

1172

5845

3471

5388

6269

440

551

1240

724

354

1166

2890

4760

7608

8112

5245

10

24

24

40

292

4

8

4

44

72

72

18

-

30

134

30

134

8

8

4

8

8

20

40

39

39

39

39

4

8

4

8

8

20

40

39

39

39

2'-10

6'-9

6'-8

4'-5

8'-6

37'-11

34'-5

14'-5

8'-6

5'-11

5'-5

37'-6

-

VARIES

32'-10

VARIES

32'-10

23'-0

41'-2

29'-4

33'-0

35'-8

39'-0

27'-6

33'-4

26'-0

30'-3

7'-6

32'-0

36'-0

53'-2

13'-0

42'-10

42'-6

35'-0

45'-4

48'-4

31'-3

30

169

167

185

2589

405

736

154

391

640

586

1803

-

553

4589

797

6609

978

674

177

1403

429

1172

5845

3471

5388

6269

440

551

1240

724

354

1166

2890

4760

7608

8112

5245

10

24

24

40

290

4

8

4

66

72

72

18

-

56

120

56

120

8

8

4

8

8

20

40

39

39

39

39

4

8

4

8

8

20

40

39

39

39

2'-10

6'-9

6'-8

4'-5

8'-6

46'-6

42'-2

14'-5

8'-6

5'-11

6'-1

45'-4

-

VARIES

32'-10

VARIES

32'-10

23'-0

41'-2

29'-4

33'-0

35'-8

39'-0

27'-6

33'-4

26'-0

30'-3

7'-6

32'-0

36'-0

53'-2

13'-0

42'-10

42'-6

35'-0

45'-4

48'-4

31'-3

30

169

167

185

2571

497

901

154

586

640

658

2179

-

1032

4110

1486

5918

978

674

177

1403

429

1172

5845

3471

5388

6269

440

551

1240

724

354

1166

2890

4760

7608

8112

5245

78,614 79,147 79,299 80,179

88,219

392.8

322.0

87,775

393.1

88,752

393.5

322.2

88,308

393.8

88,904

396.0

322.9

88,460

396.3

89,784

401.3

324.5

89,340

401.6

86,685

388.2

322.0

86,241

388.5

87,182

388.7

322.2

86,738

389.0

87,218

390.8

322.9

86,774

391.0

87,646

394.9

324.5

87,202

395.2

D=3ƒ

6b8, AND 7b11

6b1, 8b4,

#8 D= 6

#7 D= 5‚

#6 D= 4•

FOR :

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. 9605 9605 9605 9605

88,219

86,685

88,752

87,182

88,904

87,218

89,784

87,646

9161 9161 9161 9161

87,775 88,308 88,460 89,340

86,241 86,738 86,774 87,202

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, 2006

07-09

LOCATION

TOTAL - LBS.

TOTAL - LBS.



O° 15° 30° 45°

BARRIER RAILWITH

BARRIER RAILWITH

OPEN RAILWITH

OPEN RAILWITH

SUB TOTAL - LBS.




SKEWWEIGHT

SKEW


0° 15° 30° 45° 0° 15° 30° 45°

REINFORCING STEEL

C.Y.

LBS.

LIN. FT.

ITEM

REINFORCING STEEL

C.Y.

LBS.


BARRIER RAIL

WITH

OPEN RAIL

WITH


NO. NO. NO.BAR







10†

1ƒ 7

3'-1010ƒ

2'-0 3'-9•

150'

150'

150'-0 BRIDGE


J30-19E-06




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•

2'-

3

- (2'-3)

TOTAL LENGTH

1'-

3

1'-6 2'-0ƒ

2'-

0ƒ

1'-6

2'-11

6e4

D=4•

D=6

1'-5

1'-5

31'-0ƒ

34'-7ƒ

42'-5„

15° SKEW

30° SKEW

45° SKEW

(TYP.)

ANGLE

SKEW

8e2

2'-

5

6 6

4

8†

D=2•

D=8

5x15n3

1'-1•

5x1

5n3

5n1

5m1

5j1

8h4

8h3

8h2

5h1

6e4

6e3

8e2

8e1

5d2

5d1

6c2

6c1

11b12

7b11

6b10

11b9

6b8

6b6

11b5

8b4

11b3

11b2

6b1

10a10

10a9

9a8

9a7

9a6

9a5

9a4

10a3

10a2

10a1

10

24

24

40

292

4

8

4

44

72

72

-

18

-

147

-

147

8

8

4

8

8

20

40

39

39

39

39

4

8

4

8

8

20

40

39

39

39

2'-10

6'-9

6'-8

4'-5

8'-6

32'-10

29'-10

14'-5

8'-6

5'-11

5'-0

-

32'-10

-

32'-10

-

32'-10

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

30

169

167

185

2589

351

638

154

391

640

541

-

1578

-

5035

-

7250

1084

667

169

1509

421

1122

6376

3454

5906

6787

454

603

1291

771

354

1213

3060

4930

8140

8643

5497

10

24

24

40

292

4

8

4

44

72

72

18

-

-

147

-

147

8

8

4

8

8

20

40

39

39

39

39

4

8

4

8

8

20

40

39

39

39

2'-10

6'-9

6'-8

4'-5

8'-6

34'-0

30'-11

14'-5

8'-6

5'-11

5'-1

33'-11

-

-

34'-0

-

34'-0

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

30

169

167

185

2589

364

661

154

391

640

550

1631

-

-

5213

-

7507

1084

667

169

1509

421

1122

6376

3454

5906

6787

454

603

1291

771

354

1213

3060

4930

8140

8643

5497

10

24

24

40

292

4

8

4

44

72

72

18

-

30

134

30

134

8

8

4

8

8

20

40

39

39

39

39

4

8

4

8

8

20

40

39

39

39

2'-10

6'-9

6'-8

4'-5

8'-6

37'-11

34'-5

14'-5

8'-6

5'-11

5'-5

37'-6

-

VARIES

32'-10

VARIES

32'-10

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

30

169

167

185

2589

405

736

154

391

640

586

1803

-

553

4589

797

6609

1084

667

169

1509

421

1122

6376

3454

5906

6787

454

603

1291

771

354

1213

3060

4930

8140

8643

5497

10

24

24

40

290

4

8

4

66

72

72

18

-

56

120

56

120

8

8

4

8

8

20

40

39

39

39

39

4

8

4

8

8

20

40

39

39

39

2'-10

6'-9

6'-8

4'-5

8'-6

46'-6

42'-2

14'-5

8'-6

5'-11

6'-1

45'-4

-

VARIES

32'-10

VARIES

32'-10

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

30

169

167

185

2571

497

901

154

586

640

658

2179

-

1032

4110

1486

5918

1084

667

169

1509

421

1122

6376

3454

5906

6787

454

603

1291

771

354

1213

3060

4930

8140

8643

5497

82,169 82,702 82,854 83,734

91,774

392.8

322.0

91,330

393.1

92,307

393.5

322.2

91,863

393.8

92,459

396.0

322.9

92,015

396.3

93,339

401.3

324.5

92,895

401.6

90,240

388.2

322.0

89,796

388.5

90,737

388.7

322.2

90,293

389.0

90,773

390.8

322.9

90,329

391.0

91,201

394.9

324.5

90,757

395.2





WING, VERTICAL




PIER CAP ENDS

PIER CAP HOOPS






























D=3ƒ

6b8, AND 7b11

6b1, 8b4,

#8 D= 6

#7 D= 5‚

#6 D= 4•

FOR :

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. 9605 9605 9605 9605

91,774

90,240

92,307

90,737

92,459

90,773

93,339

91,201


9161 9161 9161 9161

91,330 91,863 92,015 92,895

89,796 90,293 90,329 90,757

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, 2006

07-09

LOCATION

TOTAL - LBS.

TOTAL - LBS.



O° 15° 30° 45°

BARRIER RAILWITH

BARRIER RAILWITH

OPEN RAILWITH

OPEN RAILWITH

SUB TOTAL - LBS.




SKEWWEIGHT

SKEW


0° 15° 30° 45° 0° 15° 30° 45°

REINFORCING STEEL

C.Y.

LBS.

LIN. FT.

ITEM

REINFORCING STEEL

C.Y.

LBS.


BARRIER RAIL

WITH

OPEN RAIL

WITH


NO. NO. NO.BAR







1'-

6

1'-

11

MI

N.

2'-

3

MI

N.

1'-

7

4'-0

1'-61'-64

6 ( TYP. )

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

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 1'-1

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

3

1'-61'-6

4

1'-61'-6

4

J30-20-06ALL BRIDGES


6t1 DOWELS

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

ƒ FILLET

8h4

8h3

8h4

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

A

A

5n1 (`BACK FACE`)

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

SECTION A-A

2ƒ CL.

~6c4

~6d2

5n35n1

~4t1

~5c5-10

5m1

5c5-10

PIPE (`TYP.`)

3"½ PVC

6c4

BA

RS

CONCRETE

BE ROUGHENED

JOINT TO

CONSTRUCTION

5n1 (`BACK FACE`)

5n3 (`TRAFFIC FACE`)

= 3'-6 - 5m1

4 SPA. @ 10•

8r

6e3

5n EMBED.

RAIL BAR LIST.

& 4t1 BARS ARE INCLUDED IN BARRIER

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

NOTE: 5m1, 5n1 & 5n3 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

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 AT

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

6

6 CL.

1•"

(`BRIDGE LENGTHS 120'-150'`)

4…

(`BRIDGE LENGTHS 70'-110'`)

PAVING BLOCK

TEMPORARY

BEFORE PLACING

WITH TAR PAPER

LINE NOTCH*

1'-1

PAVING BLOCK

TEMPORARY

SEE DETAIL "A"

*

5x1

INCLUDED IN THE PRICE BID FOR STRUCTURAL CONCRETE.

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

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

NOTE: REINFORCING LAYOUT IN PART PLANS 0°, 15°, 30° & 45° SKEWS ARE FOR BARRIER RAIL ONLY. SEE SHEET J30-43-06 FOR OPEN RAIL.

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

PART PLAN 30° SKEW PART PLAN 45° SKEW

PART PLAN 0° SKEW PART PLAN 15° SKEW

1'-6

1'-6

1'-1

1'-6

1'-6

1'-1

1'-6

1'-6

1'-1

5n3

5n1

5n3

5n1

5n3

5n1

=`2'-6

5 SPA. @ 6

= 2'-7•

6 SPA. @ 5‚

3 @ 6 2`@`7•

6c3

6c4

5n1

1'-6 1'-6

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

(`RAILING NOT SHOWN`) (`RAILING NOT SHOWN`)

(`RAILING NOT SHOWN`) (`RAILING NOT SHOWN`)

6c36c3

5c5 - 5c10 5c5 - 5c10

5c5 - 5c105c5 - 5c10

BARS

6c3 &`6c4

BARS

6c3 &`6c4

BARS

6c3 &`6c4

BARS

6c3 &`6c4

6c4 BARS 6c4 BARS

6c4 BARS6c4 BARS

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

RE

VIS

ED 06-12 - I.M.

RE

QUIR

EM

EN

T

AD

DE

D

TO

BA

R

CH

AIR

NO

TE.

06-12

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, 2006

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.

4…

TO HOLD SPIRAL

SPACERS PUNCHED

3 - L‡`x`‡`x`„

3" PITCH, WITH


EACH PILE. 7 TURNS

SPIRAL AT TOP OF

1'-1

PAVING BLOCK

TEMPORARY*

SEE DETAIL "A"

5x1

PAVING BLOCK

TEMPORARY

BEFORE PLACING

WITH TAR PAPER

LINE NOTCH*

| ROADWAY

TOP SLAB AT

BAR

a SLAB

b SLAB BAR

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

TO HOLD SPIRAL

SPACERS PUNCHED

3 - L‡`x`‡`x`„

3" PITCH, WITH


EACH PILE. 7 TURNS

SPIRAL AT TOP OF

1'-1

PAVING BLOCK

TEMPORARY*

SEE DETAIL "A"

5x1

PAVING BLOCK

TEMPORARY

BEFORE PLACING

WITH TAR PAPER

LINE NOTCH*

AT RAIL

TOP SLAB

b SLAB BAR

BAR

a SLAB


1'-1

NOTCH

PAVING

21'-

1…

1'-

3…

NOTCHPAVIN

G

1'-

1…

1'-

7

1'-

3Š

1•

1'-1

1'-0•

SEE TABLE

5 EQUAL SPACES



33'-

2

OU

T

TO

OU

T

OF

SL

AB

1'-

71'-

7

1'-6

33'-

2

OU

T

TO

OU

T

OF

SL

AB

1'-

71'-

7

| PIER

GU

TT

ER

LI

NE

|

RO

AD

WA

Y

|

RO

AD

WA

Y

15°

1'-

7

15° SKEW0° SKEW

32'-0

36'-0

40'-0

44'-0

CONSTRUCTION JOINT

TRANSVERSE

GU

TT

ER

LI

NE

| ABUT. BRG.

| PIER

| ABUT. BRG.

| ABUT. BRG.

32'-0

40'-0

44'-0

CONSTRUCTION JOINTS

PERMISSIBLE TRANSVERSE

CONSTRUCTION JOINTS


70' BRIDGE

80' BRIDGE

90' BRIDGE

48'-0 48'-0

52'-0

56'-0 56'-0

60'-0

90' BRIDGE

80' BRIDGE

70' BRIDGE 2'-0 2'-0

30'-

0

RO

AD

WA

Y

16'-

716'-

7

2'-0

2'-0

2'-0

2'-0

2'-0

2'-0

2'-0

2'-0

2'-0

2'-0

2'-0

2'-0

2'-0

2'-0

2'-0

2'-0

28'-0 28'-017'-0

19'-0

21'-0 36'-0

23'-0

25'-0

27'-0

52'-0 29'-0

31'-0

33'-0 60'-0

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

90' BRIDGE

80' BRIDGE

70' BRIDGE 2'-0

2'-0

2'-0

2'-0

2'-0

2'-0

2'-0

2'-0

2'-0

2'-0

2'-0

2'-0

2'-0

2'-0

2'-0

2'-0

2'-0

2'-0

30'-

0

RO

AD

WA

Y

16'-

716'-

7 8e2

5j1 5j1

5j1

70' BRIDGE

80' BRIDGE

90' BRIDGE

32'-0†

36'-0†

40'-0†

44'-0†

48'-0†

56'-0†

60'-0†

28'-0†

52'-0†

17'-0

19'-0

21'-0

23'-0

25'-0

27'-0

29'-0

31'-0

33'-0

32'-0†

40'-0†

44'-0†

48'-0†

52'-0†

56'-0†

28'-0†

36'-0†

60'-0†

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

1'-6† 2'-2†

4'-0‚

8e2

TRANSVERSE REINFORCING STEEL LAYOUT

BOTH GUTTERS`)

5d1 BARS (`TYP

BETWEEN TOP SLAB

5j1 BARS CENTERED

100' BRIDGE

110' BRIDGE

130' BRIDGE

120' BRIDGE

140' BRIDGE

150' BRIDGE

BOTH GUTTERS`)

5d1 BARS (`TYP

BETWEEN TOP SLAB

5j1 BARS CENTERED

100' BRIDGE

110' BRIDGE

120' BRIDGE

130' BRIDGE

140' BRIDGE

150' BRIDGE

100' BRIDGE

110' BRIDGE

120' BRIDGE

130' BRIDGE

140' BRIDGE

150' BRIDGE

100' BRIDGE

110' BRIDGE

120' BRIDGE

130' BRIDGE

140' BRIDGE

150' BRIDGE

2'-6 (`TYP`)

66 SPA. @ 1'-0 = 66'-0 ; 67-6c1 (BOTTOM SLAB) & 67-5d1 (`TOP SLAB`)


















(`34'-0`)

6c1 & 5d1

2'-6 (`TYP.`)

(̀T

YP.̀)

(`34'-0`)

6c1 & 5d1

| ABUT. BRG.

5j1

5j1

8e1

(`32'-10`)

6c1 & 5d18e1

5j1

(`26'-10`)

6c1 & 5d1

DETAIL A

DETAIL B

DETAIL A DETAIL B LINE NOTCH WITH TAR PAPER BEFORE PLACING TEMPORARY PAVING BLOCK.

NOTE: TEMPORARY PAVING BLOCK TO BE USED WITH PAVED APPROACHES ONLY.

5x1 CENTERED IN SECTION

4

7

SKEW LENGTH CONCRETE

PAVING BLOCK

TEMPORARY

29'-0

28'-0

0.7 C.Y.

0.7 C.Y.

15°

0°REINFORCING BARS

HEADER DRILLED FOR

2 X 6 KEYWAY

NOMINAL BEVELED

0° & 15° SKEW

RE

VIS

ED 07-09 -

CH

AN

GE

D

TH

E

DR

AI

N

AN

GL

ES

DE

TAILS

ON

SE

CTI

ON

A-

A.

TEMPORARY PAVING BLOCK DETAIL

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, 2006

07-091'-6ƒ

LE

NG

TH

OF

3•

6

1"

LEG FOR NAILING TO FORMS

HOLES IN EACH OUTSTANDING

OF DRAIN WITH 2-‚"½

WELDED TO BOTH SIDES

L1‚ X 1‚ X „ X 0'-3

SL

AB

THIC

KN

ES

S

MO

RE

TH

AN

DR

AI

N

= 5"

SPAN WEIGHT, LBS. SPAN WEIGHT, LBS.

110'-0

100'-0

90'-0

80'-0

70'-O

150'-0

140'-0

130'-0

120'-0

WEIGHT OF ONE FLOOR DRAIN

SECTION A-A

R=1'-

0

DRAIN

CONCRETE AT

IN THE SLAB

1" DEPRESSION

70'-0

100'-0

110'-0

120'-0

80'-0

| ROADWAY

| PIERS

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

FOR THE WELDED DRAIN SHOWN.

WITH ‚" WALL THICKNESS MAY BE SUBSTITUTED

NOTE: 4" X 8" OUTSIDE DIMENSION ROLLED TUBE

PART PLAN

FLOOR DRAIN DETAILS

FLOOR DRAIN LOCATION

90'-0

130'-0

140'-0

150'-0

39

37

35

33

32

48

45

43

41

(`WELDED`)

PLATE

‚ STEEL

3'-

0

APPLIED TO BOTTOM OF SLAB.

LIMITS OF CONCRETE SEALER

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.`)

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

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

A A


1'-0•

NOTCHPAVI

NG

1'-

7

1'-1

21'-

1…

1'-

3…

1'-3„

NOTCH

PA

VIN

G

1'-

7

2…

1'-

1…

1'-

3ƒ

1'-1

SEE TABLE

5 EQUAL SPACES



33'-

2

OU

T

TO

OU

T

OF

SL

AB

1'-

71'-

7

33'-

2

OU

T

TO

OU

T

OF

SL

AB

1'-

71'-

7

TRANSVERSE REINFORCING STEEL LAYOUT

|

RO

AD

WA

Y

30°

| PIER

45°

GU

TT

ER

LI

NE

|

RO

AD

WA

Y

| PIER | PIER

30° SKEW 45° SKEW

TRANSVERSE CONSTR. JOINTS

ALTERNATE LOCATION OF

7'-6 6'-6

CONSTRUCTION JOINTS


GU

TT

ER

LI

NE

8'-8 8'-8

| ABUT. BRG.

BRG.

| ABUT.

1'-

7

1'-

7

5'-

4

4'-6

OUT TO OUT OF SLAB = | - | ABUTMENT BEARINGS + 4'-3OUT TO OUT OF SLAB = | - | ABUTMENT BEARINGS + 3'-5•

CONSTRUCTION JOINT

TRANSVERSE

90' BRIDGE

80' BRIDGE

70' BRIDGE

1'-0

1'-0

1'-0

1'-0

1'-0

1'-0

1'-0

1'-0

1'-0

1'-0

1'-0

1'-0

1'-0

1'-0

1'-0

1'-0

1'-0

1'-0

90' BRIDGE

80' BRIDGE

70' BRIDGE

1'-8ƒ 6'-11‚

31'-4‚

35'-4‚

39'-4‚

43'-4‚

47'-4‚

55'-4‚

59'-4‚

27'-4‚

51'-4‚

17'-0

19'-0

21'-0

23'-0

25'-0

27'-0

29'-0

31'-0

33'-0

33'-1‚

41'-1‚

45'-1‚

49'-1‚

53'-1‚

57'-1‚

29'-1‚

36'-1‚

61'-1‚

3'-10ƒ 14'-0 14 SPA. @ 1'-0 = 14'-0

30'-

0

RO

AD

WA

Y

16'-

716'-

7

4'-4ƒ

5j1

8'-6

3'-10ƒ14'-014 SPA. @ 1'-0 = 14'-0

| PIER

90' BRIDGE

80' BRIDGE

70' BRIDGE

1'-0

1'-0

1'-0

1'-0

1'-0

1'-0

1'-0

1'-0

1'-0

1'-0

1'-0

1'-0

1'-0

1'-0

1'-0

1'-0

1'-0

1'-0

30'-

0

RO

AD

WA

Y

16'-

716'-

7

4'-7• 27 SPA. @ 1'-0 = 27'-0

2'-1• 12'-10•

15'-0 15'-0

14'-6 12'-6

5'-1•

5j1

8e2

8e2

90' BRIDGE

80' BRIDGE

70' BRIDGE

31'-1•

35'-1•

39'-1•

43'-1•

47'-1•

55'-1•

59'-1•

27'-1•

51'-1•

34'-1•

42'-1•

46'-1•

50'-1•

54'-1•

58'-1•

30'-1•

38'-1•

62'-1•

17'-0

19'-0

21'-0

23'-0

25'-0

27'-0

29'-0

31'-0

33'-0

4'-7•

IN CONFLICT AREAS ON 30° & 45° SKEW BRIDGES.

NOTE: 5d2 BARS ARE TO PASS UNDER 8e2 BARS

100' BRIDGE

110' BRIDGE

120' BRIDGE

130' BRIDGE

140' BRIDGE

150' BRIDGE

100' BRIDGE

110' BRIDGE

120' BRIDGE

130' BRIDGE

140' BRIDGE

150' BRIDGE

100' BRIDGE

110' BRIDGE

120' BRIDGE

130' BRIDGE

140' BRIDGE

150' BRIDGE

100' BRIDGE

110' BRIDGE

120' BRIDGE

130' BRIDGE

140' BRIDGE

150' BRIDGE

5j1

8e2

(32'-10)

6c1 & 5d1

8e2

5j1

BOTH GUTTERS`)

5d1 BARS (`TYP

BETWEEN TOP SLAB

5j1 BARS CENTERED5j1 5j1

(̀T

YP.̀)

(̀T

YP.̀)

2'-3 (`TYP.`)

(`TYP.`)

(̀T

YP.̀)

(`TYP.`)

4'-0ƒ (`TYP.`) 5'-1• (`TYP.`)

15'-6 (`TYP.`)



73 SPA. @ 1'-0 = 73'-0 ; 74-6c1 (`BOTTOM SLAB) & 74-5d1 (TOP SLAB`)







15 - 5d2 (`TOP SLAB`)

15 - 6c2 (`BOTT. SLAB`)

15 - 5d2 (`TOP SLAB`)

(`32'-10`)

6c1 & 5d1

BOTH GUTTERS`)

5d1 BARS (`TYP.

BETWEEN TOP SLAB

5j1 BARS CENTERED

(`TYP.`)

39 SPA. @ 1'-0 = 39'-0; 40-6c1 (BOTT. SLAB) & 40-5d1 (`TOP SLAB`)








(`32'-10`)

6c1 & 5d1

(`TYP.)

(`32'-10`)

6c1 & 5d1

15 - 6c2 (`BOTT. SLAB`)DETAIL B

DETAIL A DETAIL B

DETAIL A

| ABUT. BRG

(`5'-7`)

& 5d2

6c2 (`29'-9`)

& 5d2

6c2

(`29'-9`)

6c2 & 5d2

(`5'-7`)

6c2 & 5d2

| ABUT. BRG.

(`4'-2`)

6c2 & 5d2

(`31'-2`)

6c2 & 5d2

(`TOP SLAB`)

28-5d2

(`BOTT. SLAB`)

28-6c2

1'-0 = 27'-0

27 SPA. @

28-5d2 (`TOP SLAB`)

28-6c2 (`BOTT. SLAB`)

(`31'-2`)

6c2 & 5d2

(`4'-2`)

& 5d2

6c2

(`TYP.`)


REINFORCING BARS

HEADER DRILLED FOR

2 X 6 KEYWAY

NOMINAL BEVELED

LINE NOTCH WITH TAR PAPER BEFORE PLACING TEMPORARY PAVING BLOCK.

NOTE: TEMPORARY PAVING BLOCK TO BE USED WITH PAVED APPROACHES ONLY.

5x1 CENTERED IN SECTION

4

7

SKEW LENGTH CONCRETE

PAVING BLOCK

TEMPORARY

40'-5

32'-7

0.9 C.Y.

0.8 C.Y.

45°

30°

30° & 45° SKEW

CONSTRUCTION JTS.

TRANSVERSE

PERMISSIBLE

RE

VIS

ED 07-09 -

CH

AN

GE

D

TH

E

DR

AI

N

AN

GL

ES

DE

TAILS

ON

SE

CTI

ON

A-

A.

TEMPORARY PAVING BLOCK DETAIL

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, 2006

07-091'-6ƒ

LE

NG

TH

OF

3•

6

1"

LEG FOR NAILING TO FORMS

HOLES IN EACH OUTSTANDING

OF DRAIN WITH 2-‚"½

WELDED TO BOTH SIDES

L1‚ X 1‚ X „ X 0'-3

SL

AB

THIC

KN

ES

S

MO

RE

TH

AN

DR

AI

N

= 5"

SPAN WEIGHT, LBS. SPAN WEIGHT, LBS.

110'-0

100'-0

90'-0

80'-0

70'-O

150'-0

140'-0

130'-0

120'-0

WEIGHT OF ONE FLOOR DRAIN

SECTION A-A

R=1'-

0

DRAIN

CONCRETE AT

IN THE SLAB

1" DEPRESSION

70'-0

100'-0

110'-0

120'-0

80'-0

| ROADWAY

| PIERS

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

FOR THE WELDED DRAIN SHOWN.

WITH ‚" WALL THICKNESS MAY BE SUBSTITUTED

NOTE: 4" X 8" OUTSIDE DIMENSION ROLLED TUBE

PART PLAN

FLOOR DRAIN DETAILS

FLOOR DRAIN LOCATION

90'-0

130'-0

140'-0

150'-0

39

37

35

33

32

48

45

43

41

(`WELDED`)

PLATE

‚ STEEL

3'-

0

APPLIED TO BOTTOM OF SLAB.

LIMITS OF CONCRETE SEALER

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.`)

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

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

A A


J30-23-06

PIER NOTES:

SHEET 1 OF 2

3'-

0

1'-

61'-

6

2'-2

3'-

0

1'-

6

1'-

6

3'-

0

1'-

6

3'-0

1'-6

1'-6

1'-

6

2'-2

2'-2

2'-2

| PILES| CAP

R=1'-6

| PILES

R=1'-6

| CAP

15°

| PILES

| CAP

R=1'-6

30°

| PILES

| CAP

R=1'-6

45°

| ROADWAY

EDGE OF SLAB

45° SKEW

30° SKEW

15° SKEW

0° SKEW

HALF SECTION BELOW SLAB

2'-4

2'-4

2'-4

2'-4

2

2

2

2

33'-10

† END T

O END O

F PIER C

AP

CAP DIMENSIONS ARE TYPICAL FOR ALL BRIDGES.

37'-5…

END TO

END OF

PIER

CAP

16'-7

5h1

8h3

8h2

8h3

5h1

8h2

5h1

8h3

8h2

8h3 5h1

8h2

40'-3• | T

O | EXTERIO

R PIL

ES. S

EE T

ABLE T

HIS SHEET FOR PIL

E SPA.

29'-6̂

| TO |

EXTERIOR P

ILES. SEE T

ABLE THIS SHEET F

OR PILE S

PA.

28'-6 TO | EXTERIOR PILES. SEE TABLE THIS SHEET FOR PILE SPA.

32'-10 END TO END OF PIER CAP

45'-2‚ END T

O END OF PIE

R CAP

32'-10• |

TO |

EXTERIOR

PILES. S

EE TABLE

THIS

SHEET FOR

PILE

SPA.

& | PILES

| PIER CAP

TYPE 3 TRESTLE BENT PILES

PILE ORIENTATION DETAIL FOR

05-14

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

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

ALL REINFORCING STEEL IS TO BE GRADE 60.

TO ACCOUNT FOR THE CONCRETE DISPLACED BY THE PILING.

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

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

MONOLITHIC PIER CAPS.

CAP STEEL AS DETAILED ON P10L STANDARD PILE DRAWING IS REQUIRED FOR

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

IN SUPERSTRUCTURE ESTIMATE OF QUANTITIES.

ALL MONOLITHIC PIER CAP REINFORCING AND CONCRETE IS INCLUDED

| CAP - TYPICAL

SYMMETRICAL ABOUT

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

2 3 3 3

2 3 3 3

2 2 2

7 7 8 9 10 11 12 12 12

@ 3'-2

9 SPA.

ABOUT 4'-1(`-`)

7 SPA. @

ABOUT 4'-3(`-`)

7 SPA. @

ABOUT 4'-8(`+`)

7 SPA. @

ABOUT 5'-9(`+`)

7 SPA. @

ABOUT 3'-7(`-`)

8 SPA. @

ABOUT 3'-8(`+`)

8 SPA. @

ABOUT 4'-1(`+`)

8 SPA. @

ABOUT 5'-0(`+`)

8 SPA. @

ABOUT 3'-3(`+`)

9 SPA. @

ABOUT 3'-8(`-`)

9 SPA. @

ABOUT 4'-6(`-`)

9 SPA. @

ABOUT 2'-10(`+`)

10 SPA. @

ABOUT 2'-11(`+`)

10 SPA. @

ABOUT 3'-3(`+`)

10 SPA. @

ABOUT 4'-0(`+`)

10 SPA. @

ABOUT 2'-7(`+`)

11 SPA. @

ABOUT 2'-8(`+`)

11 SPA. @

ABOUT 3'-0(`-`)

11 SPA. @

ABOUT 3'-8(`-`)

11 SPA. @

ABOUT 2'-7(`+`)

11 SPA. @

ABOUT 2'-8(`+`)

11 SPA. @

ABOUT 3'-0(`-`)

11 SPA. @

ABOUT 3'-8(`-`)

11 SPA. @

ABOUT 2'-7(`+`)

11 SPA. @

ABOUT 2'-8(`+`)

11 SPA. @

ABOUT 3'-0(`-`)

11 SPA. @

ABOUT 3'-8(`-`)

11 SPA. @

@ 4'-9

6 SPA.

ABOUT 4'-11(`+`)

6 SPA. @

ABOUT 5'-6(`-`)

6 SPA. @

ABOUT 6'-9(`-`)

6 SPA. @

@ 4'-9

6 SPA.

ABOUT 4'-11(`+`)

6 SPA. @

ABOUT 5'-6(`-`)

6 SPA. @

ABOUT 6'-9(`-`)

6 SPA. @

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

ALL BRIDGES

MONOLITHIC PIER CAP DETAILS

631 KIPS 699 KIPS 1039 KIPS 1134 KIPS 1234 KIPS 1346 KIPS

3

2

2

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

NOTE: NUMBER OF PILES AND STIRRUPS SHOWN ARE FOR A 70'-0 BRIDGE.

776 KIPS 860 KIPS 942 KIPS

CO

RR

EC

TI

ON 05-14 -

CH

AN

GE

D

TH

E

BA

R

LA

BE

L F

RO

M

5d1 T

O 5h1 I

N

EN

CIR

CL

ED

NO

TE 1.

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, 2006



MONOLITHIC PIER CAP DETAILS

SHEET 2 OF 2

1

12

CAP STEEL

2'-2

1'-

0

1'-

0

TYP. HOOP

SPACING

1'-01'-0

2 10 EQUAL PILE SPACES

2-8h4

8h25h1

4-8h3

1

12

CAP STEEL

2'-2

1'-

0

1'-

0

HALF SECTION NEAR PIERSHOWING STIRRUP SPACING AND NUMBER OF PILING

TYP. HOOP

SPACING

1'-0 1'-0


2-8h4

8h25h1

4-8h3

1

12

CAP STEEL2'-2

1'-

0

1'-

0

1

12

CAP STEEL

2'-2

1'-

0

1'-

0

SHOWING STIRRUP SPACING AND NUMBER OF PILING

TYP. HOOP

SPACING

1'-0

1'-0

TYP. HOOP

SPACING

1'-0

1'-0

2

2

6 EQUAL PILE SPACES

1

12

CAP STEEL

2'-2

1'-

0

1'-

0

TYP. HOOP

SPACING

1'-0

1'-0


8 EQUAL PILE SPACES

2-8h4

4-8h35h1

8h2

2-8h4

8h2 4-8h35h1

2-8h4

8h25h1

4-8h3

1

12

2'-2

1'-

0

1'-

0

HALF SECTION NEAR PIER

TYP. HOOP

SPACING

1'-0

1'-0


2-8h4

8h25h1

4-8h3

1'-7 15'-0

16'-7

1'-

0

ƒ" FILLET

5h1

5d BARS

6c BARS

| PIER

1'-6 1'-6 INTO PIER CAP.

BE EMBEDDED 1'-0

PIER PILE IS TO

NOTE:

1'-7 15'-0

16'-7

STEEL

CAP

8h4

8h3

TYPICAL CAP SECTION

07-09

RE

VIS

ED 07-09 -

CH

AN

GE

D

TH

E

DR

AI

N

AN

GL

ES

DE

TAILS

ON

SE

CTI

ON

A-

A.

SKEW 30°, 45°

3 EQ. SPA.

SKEW 0°, 15°

2 EQ. SPA.

SKEW 45°

4 EQ. SPA.

SKEW 0°, 15°, 30°

3 EQ. SPA.

SKEW 45°

5 EQ. SPA.

SKEW 30°

4 EQ. SPA.

SKEW 0°, 15°

3 EQ. SPA.

| ROADWAY

SYMMETRICAL ABOUT

| ROADWAY

SYMMETRICAL ABOUT

SKEW 45°

3 EQ. SPA.

SKEW 0°, 15°, 30°

2 EQ. SPA.

SKEW 30°, 45°

2 EQ. SPA.

SKEW 0°, 15°

1 SPA.

SKEW 45°

2 EQ. SPA.

SKEW 0°, 15°, 30°

1 SPA.

SHEET P10L

SEE PILE DETAIL

REINFORCING.

ARE USED FOR DECK

EPOXY COATED BARS

STEEL REQUIRED IF

EPOXY COATED CAP

| OF ROADWAY AND AT EACH EXTERIOR PILE.

NOTE: BOTTOM OF CAP ELEVATIONS WILL BE REQUIRED AT THE

| OF ROADWAY AND AT EACH EXTERIOR PILE.

NOTE: BOTTOM OF CAP ELEVATIONS WILL BE REQUIRED AT THE

90'-0 BRIDGE

70'-0 & 80'-0 BRIDGES

100'-0 BRIDGE

110'-0 BRIDGE

120'-0 BRIDGE

150'-0 BRIDGES

130'-0, 140'-0 &

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, 2006


J30-25-06

2'-2

2'-2

2'-2

2'-2

| CAP

R=1'-6

R=1'-6

| CAP

R=1'-6

30°

R=1'-6

45°

| ROADWAY

EDGE OF SLAB

15° SKEW

0° SKEW

2'-4

2'-4

2'-4

2'-4

2

2

2

2

33'-10

† END T

O END O

F PIER C

AP

| CAP

15°

| CAP

SKEW

45°

SKEW

30°

PART PLAN

| PIER CAP

EDGE OF SLAB

HA

UN

CH

VA

RIE

S

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

CAP DIMENSIONS ARE TYPICAL FOR ALL BRIDGES.

NOTE: NUMBER OF PILES AND STIRRUPS SHOWN ARE FOR A 70'-0 BRIDGE.

PART SECT A-A

B

B

ALL BRIDGES

PIER CAP DETAILS

NON-MONOLITHIC

TYP. HALF PLAN VIEW

TYP. SECTION

16'-7

5d1

6e1

45'-2‚ END T

O END OF PIE

R CAP

5d1

6c1

37'-5…

END TO

END OF

PIER

CAP

6e1

6c1

5d1

6e1 29'-6̂

| TO |

EXTERIOR P

ILES. SEE T

ABLE FOR P

ILE SPA.

32'-10• |

TO |

EXTERIOR

PILES. S

EE TABLE

FOR PI

LE SP

A.

40'-3• | T

O | EXTERIO

R PIL

ES. S

EE T

ABLE FOR PIL

E SPA.

6c1 5d1

6e1

32'-10 END TO END OF PIER CAP

28'-6 | TO | EXTERIOR PILES. SEE TABLE FOR PILE SPA.

3Š 2'-5…

5d1

6c1

JOINT MATERIAL

4 X … STRIP OF PREFORMED

ƒ" FILLET

MATERIAL

…" JOINT

5•

@ |

OF

RO

AD

WA

Y

1‡

@

EN

D

OF

CA

P

1

12

2'-2

1

12

2'-2

TYP. HOOP

SPACING

1'-0

1'-0

TYP. HOOP

SPACING

1'-0

1'-0

6 EQUAL PILE SPACES

7 EQUAL PILE SPACES

1

12

2'-2

TYP. HOOP

SPACING

1'-0

1'-0

10 EQUAL PILE SPACES

16'-5

6e1

4-6c1

4-6c1

2-6c15d1

6e1

4-6c1

4-6c12-6c1

5d1

1

12

2'-2

TYP. HOOP

SPACING

1'-0

1'-0

8 EQUAL PILE SPACES

6e1

4-6c1

4-6c1

2-6c15d1

TYP. HALF ELEVATION PIER CAP

6e1

4-6c1

4-6c1 5d1 2-6c1

1

12

2'-2

TYP. HOOP

SPACING

1'-0 1'-0

5d14-6c1

6e1

2 EQ. SPA. SKEW 45°

1 SPA. SKEW 0°,15°,30°


3 EQ. SPA. SKEW 15°,30°

2 EQ. SPA. SKEW 0°


2 EQ. SPA. SKEW 0°,15°,30°

1

12

2'-2 9 EQUAL PILE SPACES

TYP. HOOP

SPACING

1'-0

1'-0

d1

2 EQ. SPA. SKEW 30°,45°

1 SP. SKEW 0°,15°

16'-5

6e1

11 EQUAL PILE SPACES

SHEET 1 OF 2

(`LOOKING PARALLEL TO | ROADWAY`)

4-6c1

4-6c12-6c1

4-6c1


1 SPA. SKEW 0°,15°, 30°

2-6c1

100'-0 BRIDGE

110'-0 BRIDGE

CAP DIMENSION

BOTTOM OF

GRADE TO

80'-0 BRIDGE

90'-0 BRIDGE

70'-0 BRIDGE

120'-0 BRIDGE

130'-0 BRIDGE

140'-0 BRIDGE

150'-0 BRIDGE 5'-5•

5'-4

5'-2ƒ

5'-1•

5'-0

4'-11

4'-9ƒ

4'-8ƒ

4'-8


2 EQ. SPA. SKEW 0°, 15°, 30°

PART SECT B-B

A

A

& | PILES

| PIER CAP

TYPE 3 TRESTLE BENT PILES

PILE ORIENTATION DETAIL FOR

08-14

CAP FOR SQUARE AND SKEWED BRIDGES.

JOINT MATERIAL IS TO GO ALL THE WAY AROUND PIER

JOINT MATERIAL AT ENDS OF PIER CAP. NOTE THAT

SHOWING TREATMENT OF 4 x … STRIP OF PREFORMED

OF CAP

WIDTH AND LENGTH

TAR PAPER FULL

JOINT MATERIAL

PREFORMED

4 x … STRIP OF

| ROADWAY

SYMMETRICAL ABOUT

| ROADWAY

SYMMETRICAL ABOUT

| CAP 2'-10 LAP

6c1-LAP SPLICE AT

| KEYWAY

| PILE &

3'-O CTR. TO CTR.

KEYWAY AT ABOUT

1 x 8 x 2'-0 BEVELED

| CAP - TYPICAL

SYMMETRICAL ABOUT

3'-0 CTR. TO CTR.

KEYWAY AT ABOUT


| KEYWAY

| PILE &

3'-0 CTR. TO CTR.

KEYWAY AT ABOUT


| KEYWAY

| PILE &

3'-0 CTR. TO CTR.

KEYWAY AT ABOUT


| KEYWAY

| PILE &

80'-0 BRIDGE

110'-0 BRIDGE

120'-0 BRIDGE

130'-0, 140'-0 & 150'-0 BRIDGES

RE

VIS

ED 08-14 -

TH

E

BRI

DG

E

LE

NG

THS

FO

R

TH

E

TY

P.

HA

LF

EL

EV

ATI

ON

PIE

R

CA

P

WE

RE

CH

AN

GE

D

TO

SH

OW

TH

E

CO

RR

EC

T

HA

LF

SE

CTI

ON

FO

R

TH

E

CO

RR

EC

T

LE

NG

TH.

90'-0 & 100'-0 BRIDGES

70'-0 BRIDGE

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, 2006


J30-26-06

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°

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

MARK

45°

30°

15°

0°

45°

30°

15°

0°

PIER NOTES:

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

STEEL (LBS.)

REINFORCING

2'-10

3'-

11

6

6

D=2•

6e15d1

BILL OF REINFORCING STEEL - ONE PIER

BENT BAR DETAILS ESTIMATED QUANTITIES - ONE PIER

ALL BRIDGES

PIER CAP DETAILS

NON-MONOLITHIC

9'-7

11'-8

11'-8

11'-8

11'-8

22'-6

34'-6

30'-11

29'-10

9'-7

11'-8

11'-8

11'-8

11'-8

22'-6

34'-6

30'-11

29'-10

9'-7

11'-8

11'-8

11'-8

11'-8

22'-6

34'-6

30'-11

29'-10

9'-7

11'-8

11'-8

11'-8

11'-8

22'-6

34'-6

30'-11

29'-10

9'-7

11'-8

11'-8

11'-8

11'-8

22'-6

34'-6

30'-11

29'-10

9'-7

11'-8

11'-8

11'-8

11'-8

22'-6

34'-6

30'-11

29'-10

9'-7

11'-8

11'-8

11'-8

11'-8

22'-6

34'-6

30'-11

29'-10

9'-7

11'-8

11'-8

11'-8

11'-8

22'-6

34'-6

30'-11

29'-10

9'-7

11'-8

11'-8

11'-8

11'-8

22'-6

34'-6

30'-11

29'-10

2'-

6ƒ

SHEET 2 OF 2

(CU. YDS.)

CONCRETE

STRUCTURAL

6

34

34

26

26

20

10

10

10

86

414

414

317

317

676

518

464

448

6

32

26

26

20

20

10

10

10

86

390

317

317

244

676

518

464

448

6

30

23

23

23

20

10

10

10

86

365

280

280

280

676

518

464

448

6

34

34

26

26

20

10

10

10

86

414

414

317

317

676

518

464

448

6

29

29

20

20

20

10

10

10

86

353

353

244

244

676

518

464

448

6

32

22

22

22

20

10

10

10

86

390

268

268

268

676

518

464

448

6

35

24

24

24

20

10

10

10

86

426

292

292

292

676

518

464

448

6

35

24

24

24

20

10

10

10

86

426

292

292

292

676

518

464

448

6

35

24

24

24

20

10

10

10

86

426

292

292

292

676

518

464

448

7

1152

921

867

778

14.8

12.3

11.1

10.7

8

1127

884

830

814

14.8

12.3

11.1

10.7

9

1176

1018

867

851

14.8

12.3

11.1

10.7

9

1176

1018

867

851

14.8

12.3

11.1

10.7

10

1115

957

794

778

14.8

12.3

11.1

10.7

11

1152

872

818

802

14.8

12.3

11.1

10.7

12

1188

896

842

826

14.8

12.3

11.1

10.7

12

1188

896

842

826

14.8

12.3

11.1

10.7

12

1188

896

842

826

14.8

12.3

11.1

10.7

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

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


TO ACCOUNT FOR THE CONCRETE DISPLACED BY THE PILING.

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

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

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 INCHES UNLESS OTHERWISE NOTED OR SHOWN.


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

COMPENSATE FOR GRADE. THEREFORE BOTTOM OF CAP ELEVATIONS WILL

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

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

2 3 3 3

2 3 3 3

2 2 2

7 8 9 9 10 11 12 12 12

@ 3'-2

9 SPA.

ABOUT 3'-7(`-`)

8 SPA. @

ABOUT 3'-8(`+`)

8 SPA. @

ABOUT 4'-1(`+`)

8 SPA. @

ABOUT 5'-0(`+`)

8 SPA. @

ABOUT 3'-3(`+`)

9 SPA. @

ABOUT 3'-8(`-`)

9 SPA. @

ABOUT 4'-6(`-`)

9 SPA. @

ABOUT 2'-10(`+`)

10 SPA. @

ABOUT 2'-11(`+`)

10 SPA. @

ABOUT 3'-3(`+`)

10 SPA. @

ABOUT 4'-0(`+`)

10 SPA. @

ABOUT 2'-7(`+`)

11 SPA. @

ABOUT 2'-8(`+`)

11 SPA. @

ABOUT 3'-0(`-`)

11 SPA. @

ABOUT 3'-8(`-`)

11 SPA. @

ABOUT 2'-7(`+`)

11 SPA. @

ABOUT 2'-8(`+`)

11 SPA. @

ABOUT 3'-0(`-`)

11 SPA. @

ABOUT 3'-8(`-`)

11 SPA. @

ABOUT 2'-7(`+`)

11 SPA. @

ABOUT 2'-8(`+`)

11 SPA. @

ABOUT 3'-0(`-`)

11 SPA. @

ABOUT 3'-8(`-`)

11 SPA. @

@ 4'-9

6 SPA.

ABOUT 4'-11(`+`)

6 SPA. @

ABOUT 5'-6(`-`)

6 SPA. @

ABOUT 6'-9(`-`)

6 SPA. @

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

688 KIPS 757 KIPS 1000 KIPS 1097 KIPS 1192 KIPS 1292 KIPS 1404 KIPS

3

2

2

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

834 KIPS 918 KIPS

05-14

ABOUT 4'-3(`-`)

7 SPA. @

ABOUT 4'-1(`-`)

7 SPA. @

ABOUT 4'-8(`+`)

7 SPA. @

ABOUT 5'-9(`+`)

7 SPA. @

ABOUT 3'-7(`-`)

8 SPA. @

ABOUT 3'-8(`+`)

8 SPA. @

ABOUT 4'-1(`+`)

8 SPA. @

ABOUT 5'-0(`+`)

8 SPA. @

RE

VISI

ON 05-14 -

CH

AN

GE

D

TH

E

NU

MB

ER

OF

PIL

ES

AN

D

TH

E

PIL

E

SP

ACI

NG

S

FO

R

TH

E 80'

&

90'

BRI

DG

E

LE

NG

THS.

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, 2006


4'-

01'-

61'-

6

1'-61'-6

4

1'-61'-6

4

J30-27-06

| ROADWAY GUTTER LINEGUTTER LINE

1'-7 1'-7

TYP. 5s1 SPACING 1'-0

2 EQ. SPA.1'-0

BETWEEN PILES

8 PILE SPACES @ 3'-9 = 30'-0


1'-0

BETWEEN PILES


BETWEEN PILES

2 EQ. SPA.

ABUTMENT NOTES:

0° SKEW - TIMBER PILING

ABUTMENT DETAILS

15'-0 15'-0

TYP. 5s1 SPACING 1'-01'-0

BETWEEN PILES


1'-0

BETWEEN PILES

2 EQ. SPA.

70'-0 & 80'-0 & 90'-0 BRIDGES

100'-0 & 110'-0 BRIDGES

120'-0 & 130'-0 BRIDGES

DETAIL "A"

„" RADIUS

7 PILE SPACES @ ABOUT 4'-3 = 30'-0

11 PILE SPACES @ ABOUT 2'-9 = 30'-0

9 PILE SPACES @ 3'-4 = 30'-0

WOOD PILINGPILE PLAN - 0° SKEW

5s1

150'-0 BRIDGE

140'-0 BRIDGES

12 PILE SPACES @ 2'-6 = 30'-0

1'-0

2 @ 6

6t1

| ROADWAY

6

PLAN VIEW

30'-01'-7 1'-7

6t2 DOWELS

5s1 6t2

5s1

6t1 6e4

1'-0 2" X 8" X 2'-0 BEVELED KEYWAYS

@ ABOUT 4'-0 CTRS.

6e3

6t2

| ABUT. BRG. & | PILES

SUPERSTRUCTURE QUANTITIES.

6e3, 6e4, AND 8e1 ARE INCLUDED WITH

NOT SHOWN.

NOTE: WING REINFORCING AND RAIL

& 30-6t2 DOWELS B.F.

29 SPA. @ 1'-0 = 29'-0, 30-6t1 DOWELS F.F.

8r1

8e1

8r1

& 30-6e4 DIAGONALS IN SLAB

30-6e3 HAIRPINS IN SLAB

IN SLAB

& 6e4 DIAGONALS

6e3 HAIRPINS

6t1 DOWELS,

PILING - NUMBER

BRIDGE LENGTH

NUMBER OF PILES AND ABUTMENT DESIGN LOADS

PU, STRENGTH 1 DESIGN LOAD - KIPS 377

8

70'-0

402

8

80'-0

426

8

90'-0

456

9

100'-0

485

9

110'-0

519

10

120'-0

551

10

130'-0

~`646

12

140'-0

~`684

13

150'-0

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

~ÌNCLUDES DYNAMIC LOAD ALLOWANCE


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

RE

VIS

ED 06-13 -

RE

VISI

ON

FO

R

LR

FD

PIL

E

DE

SI

GN.

06-13

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, 2006

30'-0 ROADWAY

BOTTOM OF SLAB

15'-015'-0

| ROADWAY

REAR ELEVATION

1'-

1

1'-

1

AB

UT.

BR

G.

6'-

1

@ |

6t2 6e3

5s1

6e3

1'-7 1'-7

3'-

0

JOINT

CONSTRUCTION

4'-

9

PUNCHED TO HOLD SPIRAL.

3" PITCH WITH 3-‡x‡x„ SPACERS

7 TURNS OF #2 BAR 21" DIAMETER,

SPIRAL AT TOP OF EACH PILE.

1'-

0ƒ

BA

RRIE

R

RAIL

1'-

0…

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

TO HOLD SPIRAL

SPACERS PUNCHED

3 - L‡`x`‡`x`„

3" PITCH, WITH


EACH PILE. 7 TURNS

SPIRAL AT TOP OF

PAVING BLOCK

TEMPORARY

BEFORE PLACING

WITH TAR PAPER

LINE NOTCH*

1'-1

PAVING BLOCK

TEMPORARY

SEE DETAIL "A"

*

5x1

AT RAIL

TOP SLAB

b SLAB BAR

BAR

a SLAB

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.

4…

TO HOLD SPIRAL

SPACERS PUNCHED

3 - L‡`x`‡`x`„

3" PITCH, WITH


EACH PILE. 7 TURNS

SPIRAL AT TOP OF

PAVING BLOCK

TEMPORARY

BEFORE PLACING

WITH TAR PAPER

LINE NOTCH*

1'-1

PAVING BLOCK

TEMPORARY

SEE DETAIL "A"

*

5x1

| ROADWAY

TOP SLAB AT

BAR

a SLAB

b SLAB BAR


1'-61'-6

4

1'-61'-6

4

J30-28-0615° SKEW - TIMBER PILING

ABUTMENT DETAILS

| ROADWAYGUTTER LINEGUTTER LINE

1'-7 1'-7

1'-0

1'-0

SPA.2 E

Q.

1'0

SPA.

2 EQ.

TYP. 5s1

SPACING

BETWEEN PILES

15'-015'-0

31'0•

31'0•

7 PILE S

PACES @ ABOUT 4

'-5 =

31'-0•

31'0•

31'0•

8 PILE S

PACES @ ABOUT 3

'-11 =

31'-0•

31'0•

9 PILE S

PACES @ ABOUT 3

'-5 =

31'-0•

1'-0

1'-0

1'-02 E

Q. SPA.

DETAIL "A"

„" RADIUS

PILE PLAN - 15° SKEW WOOD PILING

100'-0 & 110'-0 BRIDGES

10 PIL

E SPACES

@ ABOUT 3'-1

= 31'-0

•

11 PILE S

PACES @ ABOUT 2

'-10 =

31' 0•

1'-0

BETWEEN PILES

TYP. 5s1

SPACING

1'-0

BETWEEN PILES

TYP. 5s1

SPACING

1'-0

BETWEEN PILES

TYP. 5s1

SPACING

1'-0

BETWEEN PILES

TYP. 5s1

SPACING

5s2

| ROADWAY15°

PLAN VIEW

1'-6

30-6t2

DOWELS BACK F

ACE OF F

OOTING

2" X 8" X

2'-0 B

EVELED KEYWAYS

7

29 SPA. @

ABOUT 1'-0

• = 30'-0

•, 30-

6t1 DOWELS

2 @ 6

5s2

5s1

6t1

6t2

5

29 SPA. @

ABOUT 1'-0

• = 30'-0

•

31'-0•

6e3

6t1

@ ABOUT 4'-0 CTRS.

& | PILES

| ABUT. BRG.

6t2

6e4

DOWELS

6t2

WITH SUPERSTRUCTURE QUANTITIES.

6e3, 6e4 AND 8e ARE INCLUDED

AND RAIL NOT SHOWN.

NOTE: WING REINFORCING

8e2

8r2

130'-0 BRIDGE

120'-0 BRIDGE

2 EQ. S

PA

140'-0 BRIDGE

& 90'-0 BRIDGES

70'-0, 80'-0,

| ROADWAYGUTTER LINEGUTTER LINE

1'-7 1'-7

1'-0

15'-015'-0

31'0•

12 PIL

E SPACES

@ ABOUT 2'-7 =

31'-0•

1'-0

BETWEEN PILES

TYP. 5s1

SPACING

150'-0 BRIDGE

ABUTMENT NOTES:

4'-

01'-

6†

1'-

6†

8r2

& 30-

6e4 DI

AGONALS IN

SLAB

FRONT FACE O

F FOOTIN

G & 30-

6e3 HAIR

PINS I

N SLAB

IN SLAB

DIAGONALS

& 6e4

HAIRPINS

6e3

6t1 DOWELS,

PILING - NUMBER

BRIDGE LENGTH



8

70'-0

406

8

80'-0

429

8

90'-0

460

9

100'-0

489

9

110'-0

522

10

120'-0

555

11

130'-0

~`650

12

140'-0

~`688

13

150'-0



ABUTMENT PILING WAS DESIGNED FOR HL-93 LOADING WITH AN ALLOWANCE FOR 20 LBS. PER SQ. FT. FUTURE WEARING SURFACE.


SHOWN IN DESIGN PLANS. TIMBER PILES SHALL NOT BE DRIVEN TO MORE THAN 160 TONS.

TIMBER PILES SHALL BE DRIVEN TO FULL PENETRATION IF PRACTICABLE BUT IN NO CASE TO A BEARING VALUE LESS THAN

OTHERWISE NOTED OR SHOWN.

THE MINIMUM CLEAR DISTANCE FROM THE FACE OF THE CONCRETE TO NEAR REINFORCING BAR IS TO BE 2 INCHES UNLESS

DETAILS ON THIS SHEET ARE TO BE USED ONLY WHEN ABUTMENTS ARE PLACED ON TIMBER PILES.

THE CONCRETE AND REINFORCING STEEL FOR THE WINGS IS INCLUDED WITH THE SUPERSTRUCTURE.

RE

VIS

ED 06-13 -

RE

VISI

ON

FO

R

LR

FD

PIL

E

DE

SI

GN.

06-13

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, 2006

BE REQUIRED AT EACH EXTERIOR PILE.

BOTTOM OF FOOTING ELEVATIONS WILL

ON THIS SKEWED ABUTMENT. THEREFORE

BE SLOPED TO COMPENSATE FOR GRADE

NOTE: THE BOTTOM OF FOOTING IS TO

30'-0 ROADWAY

BOTTOM OF SLAB

15'-015'-0

| ROADWAY

REAR ELEVATION

1'-

1

1'-

1

AB

UT.

BR

G.

6'-

1

@ |

6t2 6e3

5s1

6e3

1'-7 1'-7

3'-

0

JOINT

CONSTRUCTION

4'-

9





1'-

0ƒ

BA

RRIE

R

RAIL

1'-

0…

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

TO HOLD SPIRAL

SPACERS PUNCHED

3 - L‡`x`‡`x`„

3" PITCH, WITH


EACH PILE. 7 TURNS

SPIRAL AT TOP OF

PAVING BLOCK

TEMPORARY

BEFORE PLACING

WITH TAR PAPER

LINE NOTCH*

1'-1

PAVING BLOCK

TEMPORARY

SEE DETAIL "A"

*

5x1

AT RAIL

TOP SLAB

b SLAB BAR

BAR

a SLAB

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.

4…

TO HOLD SPIRAL

SPACERS PUNCHED

3 - L‡`x`‡`x`„

3" PITCH, WITH


EACH PILE. 7 TURNS

SPIRAL AT TOP OF

PAVING BLOCK

TEMPORARY

BEFORE PLACING

WITH TAR PAPER

LINE NOTCH*

1'-1

PAVING BLOCK

TEMPORARY

SEE DETAIL "A"

*

5x1

| ROADWAY

TOP SLAB AT

BAR

a SLAB

b SLAB BAR


1'-61'-6

4

1'-61'-6

4


ABUTMENT DETAILS

DETAIL "A"

„" RADIUS

5s2

4'-

0

| ROADWAY

& | PILES

| ABUT. BRG.

30°

6t2 DOWELS

1'-4

34'-7•

30-6t2 D

OWELS B

ACK FACE

OF FOOTI

NG

PLAN VIEW

1'-

8Ž

1'-

8Ž

@ ABOUT

4'-0 C

TRS.

6e3

6t1

6t2

29 S

PA. @ ABOUT

1'-2 = 3

3'-5•

5

2 @ 6

5s2

5s1

6t2

6t1

9

29 S

PA. @ ABOUT

1'-2 = 3

3'-5•, 3

0-6t

1 DOWELS

6e42" X 8

" X

2'-0 B

EVELED KEYWAYS

8e2

8r2


6e3, 6e4, AND 8e2 ARE INCLUDED

AND RAIL NOT SHOWN.


8r2

& 30-6

e4 DIA

GONALS I

N SLAB

FRONT FACE

OF FOOTI

NG &

30-6

e3 H

AIRPI

NS IN S

LAB

IN SLAB

& 6e4 DIAGONALS

6e3 HAIRPINS

6t1 DOWELS,

PILING - NUMBER

BRIDGE LENGTH



8

70'-0

418

8

80'-0

442

9

90'-0

472

9

100'-0

501

10

110'-0

535

10

120'-0

567

11

130'-0

~`663

12

140'-0

~`701

13

150'-0



ABUTMENT NOTES:













RE

VIS

ED 06-13 -

RE

VISI

ON

FO

R

LR

FD

PIL

E

DE

SI

GN.

06-13

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, 2006






30'-0 ROADWAY

BOTTOM OF SLAB

15'-015'-0

| ROADWAY

REAR ELEVATION

1'-

1

1'-

1

AB

UT.

BR

G.

6'-

1

@ |

6t2 6e3

5s1

6e3

1'-7 1'-7

3'-

0

JOINT

CONSTRUCTION

4'-

9





1'-

0ƒ

BA

RRIE

R

RAIL

1'-

0…

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

TO HOLD SPIRAL

SPACERS PUNCHED

3 - L‡`x`‡`x`„

3" PITCH, WITH


EACH PILE. 7 TURNS

SPIRAL AT TOP OF

PAVING BLOCK

TEMPORARY

BEFORE PLACING

WITH TAR PAPER

LINE NOTCH*

1'-1

PAVING BLOCK

TEMPORARY

SEE DETAIL "A"

*

5x1

AT RAIL

TOP SLAB

b SLAB BAR

BAR

a SLAB

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.

4…

TO HOLD SPIRAL

SPACERS PUNCHED

3 - L‡`x`‡`x`„

3" PITCH, WITH


EACH PILE. 7 TURNS

SPIRAL AT TOP OF

PAVING BLOCK

TEMPORARY

BEFORE PLACING

WITH TAR PAPER

LINE NOTCH*

1'-1

PAVING BLOCK

TEMPORARY

SEE DETAIL "A"

*

5x1

| ROADWAY

TOP SLAB AT

BAR

a SLAB

b SLAB BAR



1'-7 1'-7

TYP. s

1 SP

ACING

BETWEEN PI

LES

1'-0

1'-0 SP

A.

WOOD PILING

PILE PLAN - 30° SKEW

TYP. s

1 SP

ACING

BETWEEN PI

LES

1'-0

SPA.

34'-7•

3 EQ.

3 EQ.

1'-0


ABUTMENT DETAILS

15'-0 15'-0

34'-7•


1'-7 1'-7

TYP. 5s1 S

PACING

BETWEEN PI

LES

1'-0

1'-0

TYP. 5s1 S

PACING

BETWEEN PI

LES

1'-0

1'-0

TYP. s

1 SP

ACING

BETWEEN PI

LES

1'-0

34'-7•

34'-7•

1'-0

2 EQ.

SPA.

15'-0 15'-0

34'-7•

BRIDGE

150'-0

BRIDGE

140'-0

7 PI

LE SP

ACES @

ABOUT 4'-1

1 =

34'-7•

8 PI

LE SP

ACES @

ABOUT 4'-4 = 3

4'-7•

9 PI

LE SP

ACES @

ABOUT 3'-1

0 =

34'-7•

11 PIL

E SP

ACES @

ABOUT 3'-2 = 3

4'-7•

12 PIL

E SP

ACES @

ABOUT 2'-1

1 =

34'-7•

RE

VIS

ED 12-08 -

RE

VIS

ED

EN

TIR

E

SH

EE

T.

80'-0 BRIDGES

70'-0 &

100'-0 BRIDGES

90'-0 &

120'-0 BRIDGES

110'-0 &

BETWEEN PI

LES

TYP. 5s1 S

PACING1'-010 PIL

E SP

ACES @

ABOUT 3'-6 = 3

4'-7•

1'-0

34'-7•

BRIDGE

130'-0

SPA.

2 EQ.

12-08

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, 2006


1'-61'-6

4

1'-61'-6

4


ABUTMENT DETAILS

PLAN VIEW

AND RAIL NOT SHOWN.


DETAIL "A"

„" RADIUS

5s2

4'-

0

| ROADWAY

1'-0

45°

& | PILES

| ABUT. BRG.

6t2 DOWELS

1'-2

30-6t2 DO

WELS BACK FACE OF FO

OTIN

G

42'-5„

2'-

1‹

2'-

1‹

29 SPA.

@

ABO

UT 1'-5 = 41'-0„, 30-6t1

DO

WELS FRO

NT

29 SPA.

@

ABO

UT 1'-5 = 41'-0„

5

5s2

6t1

6t2

5s1

6t26e3

2 @ 6

@

ABO

UT 4'-0 CTRS.

6t1

6e4

2"

X 8"

X 2'-0 BEVELED KEY

WA

YS



8r2

8e2

8r2

& 30-6e4 DIA

GO

NALS IN SLAB

FACE OF FO

OTIN

G

& 30-6e3 HAIR

PIN

S IN SLAB IN SLAB

& 6e4 DIAGONALS

6e3 HAIRPINS

6t1 DOWELS,

ABUTMENT NOTES:













RE

VIS

ED 06-13 -

RE

VISI

ON

FO

R

LR

FD

PIL

E

DE

SI

GN.

06-13

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, 2006






30'-0 ROADWAY

BOTTOM OF SLAB

15'-015'-0

| ROADWAY

REAR ELEVATION

1'-

1

1'-

1

AB

UT.

BR

G.

6'-

1

@ |

6t2 6e3

5s1

6e3

1'-7 1'-7

3'-

0

JOINT

CONSTRUCTION

4'-

9





1'-

0ƒ

BA

RRIE

R

RAIL

1'-

0…

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

TO HOLD SPIRAL

SPACERS PUNCHED

3 - L‡`x`‡`x`„

3" PITCH, WITH


EACH PILE. 7 TURNS

SPIRAL AT TOP OF

PAVING BLOCK

TEMPORARY

BEFORE PLACING

WITH TAR PAPER

LINE NOTCH*

1'-1

PAVING BLOCK

TEMPORARY

SEE DETAIL "A"

*

5x1

AT RAIL

TOP SLAB

b SLAB BAR

BAR

a SLAB

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.

4…

TO HOLD SPIRAL

SPACERS PUNCHED

3 - L‡`x`‡`x`„

3" PITCH, WITH


EACH PILE. 7 TURNS

SPIRAL AT TOP OF

PAVING BLOCK

TEMPORARY

BEFORE PLACING

WITH TAR PAPER

LINE NOTCH*

1'-1

PAVING BLOCK

TEMPORARY

SEE DETAIL "A"

*

5x1

| ROADWAY

TOP SLAB AT

BAR

a SLAB

b SLAB BAR



ABUTMENT DETAILS

WOOD PILING


1'-3

1'-3

42'-5„

TYP. 5s1

SPACIN

G

SPA.

1'-0

1'-0

1'-3

3 EQ.

TYP. 5s1

SPACIN

G

SPA.

1'-0

1'-0

1'-3

1'-3

42'-5„

42'-5„

3 EQ.

1'-3

10 SPA.

@

ABO

UT 4'-3 = 42'-5„

1'-3

1'-3

TYP. 5s1

SPACIN

G

SPA.

1'-0

1'-0

42'-5„

2 EQ.

TYP. 5s1

SPACIN

G

1'-0

1'-0

1'-3

42'-5„

1'-3

TYP. 5s1

SPACIN

G

1'-0

SPA.

4 EQ.

1'-0

1'-7 1'-715'-0 15'-0

| ROADWAY

1'-7 1'-715'-0 15'-0

GUTTER LINEGUTTER LINE GUTTER LINEGUTTER LINE

8 SPA.

@

ABO

UT 5'-4 = 42'-5„

11 S

PA.

@

ABO

UT 3'-10 = 42'-5„

12 SPA.

@

ABO

UT 3'-6 = 42'-5„

9 SPA.

@

ABO

UT 4'-9 = 42'-5„

2 EQ. SPA.

| ROADWAY

90'-0 BRIDGES

70'-0, 80'-0, &

BRIDGES

110'-0

100'-0 &

BRIDGE

120'-0

BET

WEEN PIL

ES

BET

WEEN PIL

ES

BET

WEEN PIL

ES

BRIDGE

130'-0

BET

WEEN PIL

ES

BET

WEEN PIL

ES

BRIDGE

140'-0

1'-0

1'-0

1'-3

2 EQ. SPA.

BRIDGE

150'-0

13 SPA.

@

ABO

UT 3'-3 = 42'-5„

42'-5„

BET

WEEN PIL

ES

TYP. 5s1

SPACIN

G

1'-3

PILING - NUMBER

BRIDGE LENGTH



9

70'-0

444

9

80'-0

468

9

90'-0

499

10

100'-0

528

10

110'-0

562

11

120'-0

595

12

130'-0

~`691

13

140'-0

~`729

14

150'-0



RE

VIS

ED 06-13 -

RE

VISI

ON

FO

R

LR

FD

PIL

E

DE

SI

GN.

06-13

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, 2006


J30-33-06

BRIDGE LENGTH

UNITLOCATION

REINFORCING STEEL

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

ESTIMATED QUANTITIES - ONE ABUT. - 0° SKEW

UNIT

REINFORCING STEEL

UNIT

REINFORCING STEEL

QUANTITYUNIT

NO.

REINFORCING STEEL

C.Y.

LBS.

NO.

C.Y.

LBS.

NO.

C.Y.

LBS.

NO.

C.Y.

LBS.



TIMBER PILING

ABUTMENT DETAILS

QUANTITY

QUANTITY

QUANTITY

LOCATION

BRIDGE LENGTH

LOCATION

BRIDGE LENGTH

LOCATION

BRIDGE LENGTH

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


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


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



BENT BAR DETAILS


STRUCTURAL CONCRETE ( BRIDGE`)




BRIDGE LENGTH

BRIDGE LENGTH

BRIDGE LENGTH

BRIDGE LENGTH

D=6

1'-5

1'-5

31'-0ƒ

34'-7ƒ

42'-5„

15° SKEW

30° SKEW

45° SKEW

(TYP.)

ANGLE

SKEW

8r2

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

REINFORCING STEEL - TOTAL (`LBS.`)




FT.PREBORE HOLES

PREBORE HOLES FT.

PREBORE HOLES FT.

PREBORE HOLES FT.

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)




6t2

4'-

1

1'-6

D=4•

#2

6t2

6t1

5s1

8r1

1'-10

38'-6

5'-7

5'-0

11'-0

32'-10

24

8

36

36

25

7

1555

31

51

302

270

287

614

1600

35

58

302

270

321

614

30

10

36

36

31

7

SPIRAL SPACERS - L ‡ X ‡ X „ X 0.70

PILE SPIRAL

FOOTING TO SLAB DOWELS


ABUTMENT FOOTING HOOPS

ABUTMENT FOOTING LONGITUDINAL

24

8

36

36

25

7

24

8

36

36

25

7

1555

31

51

302

270

287

614

1555

31

51

302

270

287

614

27

9

36

36

28

7

1600

35

58

302

270

321

614

27

9

36

36

28

7

1645

39

64

302

270

356

614

30

10

36

36

31

7

1645

39

64

302

270

356

614

36

12

36

36

26

7

1607

46

77

302

270

298

614

39

13

36

36

28

7

1641

50

84

302

270

321

614

#2

6t2

6t1

5s2

5s1

8r2


PILE SPIRAL






1'-10

38'-6

5'-7

5'-0

11'-3

11'-0

33'-11

1576

31

51

302

270

47

241

634

24

8

36

36

4

21

7

1576

31

51

302

270

47

241

634

24

8

36

36

4

21

7

27

9

36

36

4

24

7

1576

31

51

302

270

47

241

634

1621

35

58

302

270

47

275

634

27

9

36

36

4

24

7

30

10

36

36

4

27

7

1621

35

58

302

270

47

275

634

1666

39

64

302

270

47

310

634

33

11

36

36

4

30

7

1710

42

71

302

270

47

344

634

36

12

36

36

4

22

7

1628

46

77

302

270

47

252

634

39

13

36

36

4

24

7

1662

50

84

302

270

47

275

634

#2

6t2

6t1

5s2

5s1

8r2


PILE SPIRAL






1'-10

38'-6

5'-7

5'-0

11'-11

11'-0

37'-6

24

8

36

36

4

28

7

1726

31

51

302

270

50

321

701

24

8

36

36

4

28

7

1726

31

51

302

270

50

321

701

27

9

36

36

4

32

7

1783

35

58

302

270

50

367

701

1783

35

58

302

270

50

367

701

27

9

36

36

4

32

7

30

10

36

36

4

27

7

30

10

36

36

4

27

7

1736

39

64

302

270

50

310

701

1736

39

64

302

270

50

310

701

33

11

36

36

4

30

7

1780

42

71

302

270

50

344

701

36

12

36

36

4

22

7

1698

46

77

302

270

50

252

701

39

13

36

36

4

24

7

1732

50

84

302

270

50

275

701

#2

6t2

6t1

5s2

5s1

8r2


PILE SPIRAL






1'-10

38'-6

5'-7

5'-0

13'-6

11'-0

45'-3

27

9

36

36

4

40

7

27

9

36

36

4

40

7

27

9

36

36

4

40

7

2026

35

58

302

270

56

459

846

2026

35

58

302

270

56

459

846

2026

35

58

302

270

56

459

846

30

10

36

36

4

36

7

30

10

36

36

4

36

7

1990

39

64

302

270

56

413

846

1990

39

64

302

270

56

413

846

33

11

36

36

4

40

7

2046

42

71

302

270

56

459

846

36

12

36

36

4

33

7

1976

46

77

302

270

56

379

846

39

13

36

36

4

36

7

2021

50

84

302

270

56

413

846

42

14

36

36

4

39

7

2065

54

90

302

270

56

447

846

24

8

36

36

4

21

7

-

8

1555

11.6

70'-0

-

8

1555

11.6

80'-0

-

8

1555

11.6

90'-0

-

9

1600

11.6

100'-0

-

9

1600

11.6

110'-0

-

10

1645

11.5

120'-0

-

10

1645

11.5

130'-0

120

12

1607

11.4

140'-0

130

13

1641

11.3

150'-0

-

8

1576

11.0

70'-0

-

8

1576

11.0

80'-0

-

8

1576

11.0

90'-0

-

9

1621

11.0

100'-0

-

9

1621

11.0

110'-0

-

10

1666

10.9

120'-0

-

11

1710

10.9

130'-0

120

12

1628

10.8

140'-0

130

13

1662

10.7

150'-0

-

8

1726

12.3

70'-0

-

8

1726

12.3

80'-0

-

9

1783

12.2

90'-0

-

9

1783

12.2

100'-0

-

10

1736

12.2

110'-0

-

10

1736

12.2

120'-0

-

11

1780

12.2

130'-0

120

12

1698

12.1

140'-0

130

13

1732

12.0

150'-0

-

9

2026

15.2

70'-0

-

9

2026

15.2

80'-0

-

9

2026

15.1

90'-0

-

10

1990

15.1

100'-0

-

10

1990

15.1

110'-0

-

11

2046

15.1

120'-0

-

12

1976

15.0

130'-0

130

13

2021

15.0

140'-0

140

14

2065

14.9

150'-0

RE

VIS

ED 07-09 -

CO

NC

RE

TE

QU

AN

TIT

ES

CH

AN

GE

D.

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, 2006

07-09


4'-

01'-

61'-

6

1'-61'-6

4

1'-61'-6

4

J30-34-06


1'-7

1'-0

BETWEEN PILES

TYP. 5s1 SPACING

1'-0

5 EQ. SPA.

4 PILE SPACES @ 7'-6 = 30'-0

ABUTMENT NOTES:

0° SKEW - STEEL PILING

ABUTMENT DETAILS

15'-0 15'-0 1'-7


1'-0

BETWEEN PILES

TYP. 5s1 SPACING

1'-0

5 PILE SPACES @ 6'-0 = 30'-0


1'-0

BETWEEN PILES

TYP. 5s1 SPACING

1'-0

6 PILE SPACES @ 5'-0 = 30'-0

EQ. SPA.

4

EQ. SPA.

3

STEEL PILING


140'-0 & 150'-0 BRIDGES

DETAIL "A"

„" RADIUS

5s1

120'-0 & 130'-0 BRIDGES

70'-0, 80'-0, 90'-0, 100'-0, & 110'-0 BRIDGES

2 @ 6

6t1

| ROADWAY

6

PLAN VIEW

30'-01'-7 1'-7

6t2 DOWELS

5s1 6t2

5s1

6t1 6e4

1'-0 2" X 8" X 2'-0 BEVELED KEYWAYS

@ ABOUT 4'-0 CTRS.

6e3

6t2

& | PILES

| ABUT. BRG.



AND RAIL NOT SHOWN.


8r1

30-6t2 B.F. DOWELS

29 SPA. @ 1'-0 = 29'-0, 30-6t1 DOWELS F.F. &

8e1

8r1

& 30-6e4 DIAGONALS IN SLAB

& 30-6e3 HAIRPINS IN SLAB

IN SLAB

& 6e4 DIAGONALS

6e3 HAIRPINS

6t1 DOWELS,

PILING - NUMBER

BRIDGE LENGTH



5

70'-0

402

5

80'-0

426

5

90'-0

456

5

100'-0

485

5

110'-0

519

6

120'-0

561

6

130'-0

~`646

7

140'-0

~`684

7

150'-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.

RE

VIS

ED 06-13 -

RE

VISI

ON

FO

R

LR

FD

PIL

E

DE

SI

GN.

06-13

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, 2006

30'-0 ROADWAY

BOTTOM OF SLAB

15'-015'-0

| ROADWAY

REAR ELEVATION

1'-

1

1'-

1

AB

UT.

BR

G.

6'-

1

@ |

6t2 6e3

5s1

6e3

1'-7 1'-7

3'-

0

JOINT

CONSTRUCTION

4'-

9





1'-

0ƒ

BA

RRIE

R

RAIL

1'-

0…

OP

EN

RAIL

6e36t1

8r

8r

8e

1'-

13'-

03'-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

TO HOLD SPIRAL

SPACERS PUNCHED

3 - L‡`x`‡`x`„

3" PITCH, WITH


EACH PILE. 7 TURNS

SPIRAL AT TOP OF

1'-1

PAVING BLOCK

TEMPORARY*

SEE DETAIL "A"

5x1

PAVING BLOCK

TEMPORARY

BEFORE PLACING

WITH TAR PAPER

LINE NOTCH*

AT RAIL

TOP SLAB

b SLAB BAR

BAR

a SLAB

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.

4…

TO HOLD SPIRAL

SPACERS PUNCHED

3 - L‡`x`‡`x`„

3" PITCH, WITH


EACH PILE. 7 TURNS

SPIRAL AT TOP OF

1'-1

PAVING BLOCK

TEMPORARY*

SEE DETAIL "A"

5x1

PAVING BLOCK

TEMPORARY

BEFORE PLACING

WITH TAR PAPER

LINE NOTCH*

| ROADWAY

TOP SLAB AT

BAR

a SLAB

b SLAB BAR


1'-61'-6

4

1'-61'-6

4

J30-35-06


1'-7 1'-7

PLAN VIEW

TYP. 5s1

SPACING

BETWEEN PILES

1'-0

1'-0

5 EQ. S

PA.

15° SKEW - STEEL PILING

ABUTMENT DETAILS

15'-0 15'-0

31'-0•

4 PILE S

PACES @ ABOUT 7

'-9 =

31'-0•

TYP. 5s1

SPACING

BETWEEN PILES

1'-0

1'-0

4 EQ. S

PA.31'-

0•

5 PILE S

PACES @ ABOUT 6

'-3 =

31'-0•

TYP. 5s1

SPACING

BETWEEN PILES

1'-0

1'-0

31'-0•

6 PILE S

PACES @ ABOUT 5

'-2 =

31'-0•

STEEL PILING


140'-0 & 150'-0 BRIDGES

EQ. SPA.

3

DETAIL "A"

„" RADIUS

120'-0 & 130'-0 BRIDGES

5s2

4'-

0

| ROADWAY15°

1'-6

30-6t2

DOWELS BACK F

ACE OF F

OOTING

2" X 8" X

2'-0 B

EVELED KEYWAYS

7

2 @ 6

5s2

5s1

6t1

6t2

5

29 SPA. @

ABOUT 1'-0

•= 30'

-0•

31'-0•

6e3

6t1

@ ABOUT 4'-0 CTRS.

1'-

6†

1'-

6†

& | PILES

| ABUT. BRG.

6t2

6e4

DOWELS

6t2

29 SPA. @

ABOUT 1'-0

•= 30'

-0• 6t

1 DOWELS

8r2

8e2



AND RAIL NOT SHOWN.


8r2

& 30-

6e4 DI

AGONALS IN

SLAB

FRONT FACE O

F FOOTIN

G & 30-

6e3 HAIR

PIN IN SLAB

IN SLAB

DIAGONALS

& 6e4

HAIRPINS

6e3

6t1 DOWELS,

PILING - NUMBER

BRIDGE LENGTH



5

70'-0

406

5

80'-0

429

5

90'-0

460

5

100'-0

489

5

110'-0

522

6

120'-0

555

6

130'-0

~`650

7

140'-0

~`688

7

150'-0



ABUTMENT NOTES:




IN DESIGN PLANS.










ALL PILING HP10x42.

10-13

100'-0 & 110'-0 BRIDGES

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

RE

VIS

ED 10-13 -

RE

VISI

ON

FO

R

LR

FD

PIL

E

DE

SI

GN

PU,

ST

RE

NG

TH

LO

AD

S I

N

TA

BL

E.

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, 2006






30'-0 ROADWAY

BOTTOM OF SLAB

15'-015'-0

| ROADWAY

REAR ELEVATION

1'-

1

1'-

1

AB

UT.

BR

G.

6'-

1

@ |

6t2 6e3

5s1

6e3

1'-7 1'-7

3'-

0

JOINT

CONSTRUCTION

4'-

9





1'-

0ƒ

BA

RRIE

R

RAIL

1'-

0…

OP

EN

RAIL

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

TO HOLD SPIRAL

SPACERS PUNCHED

3 - L‡`x`‡`x`„

3" PITCH, WITH


EACH PILE. 7 TURNS

SPIRAL AT TOP OF

1'-1

PAVING BLOCK

TEMPORARY*

SEE DETAIL "A"

5x1

PAVING BLOCK

TEMPORARY

BEFORE PLACING

WITH TAR PAPER

LINE NOTCH*

AT RAIL

TOP SLAB

b SLAB BAR

BAR

a SLAB

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.

4…

TO HOLD SPIRAL

SPACERS PUNCHED

3 - L‡`x`‡`x`„

3" PITCH, WITH


EACH PILE. 7 TURNS

SPIRAL AT TOP OF

1'-1

PAVING BLOCK

TEMPORARY*

SEE DETAIL "A"

5x1

PAVING BLOCK

TEMPORARY

BEFORE PLACING

WITH TAR PAPER

LINE NOTCH*

| ROADWAY

TOP SLAB AT

BAR

a SLAB

b SLAB BAR


1'-61'-6

4

1'-61'-6

4

J30-36-0630° SKEW - STEEL PILING

ABUTMENT DETAILS

| ROADWAY

1'-7 1'-7

PLAN VIEW

GUTTER LINEGUTTER LINE

5 PI

LE SP

ACES @

ABOUT 6'-1

1 =

34'-7•

1'-0

1'-0

BETWEEN PI

LES

5 EQ. S

PA.

15'-0 15'-0

TYP 5s

1 SP

ACING

1'-0

1'-0

BETWEEN PI

LES

TYP 5s

1 SP

ACING

STEEL PILINGPILE PLAN - 30° SKEW

DETAIL "A"

„" RADIUS

6 PI

LE SP

ACES @

ABOUT 5'-9 = 3

4'-7•

5s2

& 130'-0 BRIDGES

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

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

& 150'-0 BRIDGES140'-0

4'-

0

| ROADWAY

& | PILES

| ABUT. BRG.

30°

6t2 DOWELS

1'-4

34'-7•

30-6t2 D

OWELS B

ACK FACE

OF FOOTI

NG

1'-

8Ž

1'-

8Ž

@ ABOUT

4'-0 C

TRS.

6e3

6t1

6t2

29 S

PA. @ ABOUT

1'-2 = 3

3'-5•

5

2 @ 6

5s2

5s1

6t2

6t1

9

29 S

PA. @ ABOUT

1'-2 = 3

3'-5•, 3

0-6t

1 DOWELS

6e42" X 8

" X

2'-0 B

EVELED KEYWAYS

SPA.4

EQ.

8r2

8e2



AND RAIL NOT SHOWN.


8r2

& 30-6

e4 DIA

GONALS I

N SLAB

FRONT FACE

OF FOOTI

NG &

30-6

e3 H

AIRPI

NS IN S

LAB

IN SLAB

& 6e4 DIAGONALS

6e3 HAIRPINS

6t1 DOWELS,

PILING - NUMBER

BRIDGE LENGTH



6

70'-0

418

6

80'-0

442

6

90'-0

472

6

100'-0

501

6

110'-0

535

6

120'-0

567

6

130'-0

~`663

7

140'-0

~`701

7

150'-0



ABUTMENT NOTES:

RE

VIS

ED 06-13 -

RE

VISI

ON

FO

R

LR

FD

PIL

E

DE

SI

GN.

06-13




IN DESIGN PLANS.










ALL PILING HP10x42.

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, 2006






30'-0 ROADWAY

BOTTOM OF SLAB

15'-015'-0

| ROADWAY

REAR ELEVATION

1'-

1

1'-

1

AB

UT.

BR

G.

6'-

1

@ |

6t2 6e3

5s1

6e3

1'-7 1'-7

3'-

0

JOINT

CONSTRUCTION

4'-

9





1'-

0ƒ

BA

RRIE

R

RAIL

1'-

0…

OP

EN

RAIL

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

TO HOLD SPIRAL

SPACERS PUNCHED

3 - L‡`x`‡`x`„

3" PITCH, WITH


EACH PILE. 7 TURNS

SPIRAL AT TOP OF

1'-1

PAVING BLOCK

TEMPORARY*

SEE DETAIL "A"

5x1

PAVING BLOCK

TEMPORARY

BEFORE PLACING

WITH TAR PAPER

LINE NOTCH*

AT RAIL

TOP SLAB

b SLAB BAR

BAR

a SLAB

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.

4…

TO HOLD SPIRAL

SPACERS PUNCHED

3 - L‡`x`‡`x`„

3" PITCH, WITH


EACH PILE. 7 TURNS

SPIRAL AT TOP OF

1'-1

PAVING BLOCK

TEMPORARY*

SEE DETAIL "A"

5x1

PAVING BLOCK

TEMPORARY

BEFORE PLACING

WITH TAR PAPER

LINE NOTCH*

| ROADWAY

TOP SLAB AT

BAR

a SLAB

b SLAB BAR


1'-61'-6

4

1'-61'-6

4


ABUTMENT DETAILS

AND RAIL NOT SHOWN.


PLAN VIEW

DETAIL "A"

„" RADIUS

5s2

4'-

0

| ROADWAY

1'-0

45°

& | PILES

| ABUT. BRG.

6t2 DOWELS

1'-2

30-6t2 DO

WELS BACK FACE OF FO

OTIN

G

42'-5„

2'-

1‹

2'-

1‹

29 SPA.

@

ABO

UT 1'-5 = 41'-0„, 30-6t1

DO

WELS FRO

NT

29 SPA.

@

ABO

UT 1'-5 = 41'-0„

5

5s2

6t1

6t2

5s1

6t26e3

2 @ 6

@

ABO

UT 4'-0 CTRS.

6t1

6e4

2"

X 8"

X 2'-0 BEVELED KEY

WA

YS

8r2



8r2

8e2

& 30-6e4 DIA

GO

NALS IN SLAB

FACE OF FO

OTIN

G

& 30-6e3 HAIR

PIN

S IN SLAB IN SLAB

& 6e4 DIAGONALS

6e3 HAIRPINS

6t1 DOWELS,

ABUTMENT NOTES:




IN DESIGN PLANS.










ALL PILING HP10x42.

RE

VIS

ED 06-13 -

RE

VISI

ON

FO

R

LR

FD

PIL

E

DE

SI

GN.

06-13

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, 2006






30'-0 ROADWAY

BOTTOM OF SLAB

15'-015'-0

| ROADWAY

REAR ELEVATION

1'-

1

1'-

1

AB

UT.

BR

G.

6'-

1

@ |

6t2 6e3

5s1

6e3

1'-7 1'-7

3'-

0

JOINT

CONSTRUCTION

4'-

9





1'-

0ƒ

BA

RRIE

R

RAIL

1'-

0…

OP

EN

RAIL

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

TO HOLD SPIRAL

SPACERS PUNCHED

3 - L‡`x`‡`x`„

3" PITCH, WITH


EACH PILE. 7 TURNS

SPIRAL AT TOP OF

1'-1

PAVING BLOCK

TEMPORARY*

SEE DETAIL "A"

5x1

PAVING BLOCK

TEMPORARY

BEFORE PLACING

WITH TAR PAPER

LINE NOTCH*

AT RAIL

TOP SLAB

b SLAB BAR

BAR

a SLAB

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.

4…

TO HOLD SPIRAL

SPACERS PUNCHED

3 - L‡`x`‡`x`„

3" PITCH, WITH


EACH PILE. 7 TURNS

SPIRAL AT TOP OF

1'-1

PAVING BLOCK

TEMPORARY*

SEE DETAIL "A"

5x1

PAVING BLOCK

TEMPORARY

BEFORE PLACING

WITH TAR PAPER

LINE NOTCH*

| ROADWAY

TOP SLAB AT

BAR

a SLAB

b SLAB BAR



ABUTMENT DETAILS

STEEL PILING


NOTE: ALL PILING HP 10 X 42.

TO THE | OF THE ROADWAY AS SHOWN.

ALL PILES ARE TO BE ORIENTED WITH WEBS PERPENDICULAR

NOTE:

| ROADWAY

GUTTER LINE

1'-7 1'-7

1'-3

1'-3

1'-0

1'-0

TYP. 5s1

SPACIN

G

42'-5„

6 SPA.

@

ABO

UT 7'-1

= 42'-5„

6 EQ. SPA.

BET

WEEN PIL

ES.

15'-015'-0

1'-3

1'-3

1'-0

1'-0

TYP. 5s1

SPACIN

G

42'-5„

7 SPA.

@

ABO

UT 6'-1

= 42'-5„

5 EQ. SPA.

BET

WEEN PIL

ES.

BRIDGES

130'-0, & 140'-0

110'-0, 120'-0,

90'-0, 100'-0,

70'-0, 80'-0, BRIDGE

150'-0

1'-7 1'-715'-015'-0

| ROADWAY

GUTTER LINE

PILING - NUMBER

BRIDGE LENGTH



7

70'-0

444

7

80'-0

468

7

90'-0

499

7

100'-0

528

7

110'-0

562

7

120'-0

595

7

130'-0

~`691

7

140'-0

~`729

8

150'-0



RE

VIS

ED 06-13 -

RE

VISI

ON

FO

R

LR

FD

PIL

E

DE

SI

GN.

06-13

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, 2006


J30-39-06STEEL PILING

ABUTMENT DETAILS

BRIDGE LENGTH

UNITLOCATION

REINFORCING STEEL


UNIT

REINFORCING STEEL

UNIT

REINFORCING STEEL

QUANTITYUNIT

NO.

REINFORCING STEEL

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







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


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


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

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

BENT BAR DETAILS

D=6

1'-5

1'-5

31'-0ƒ

34'-7ƒ

42'-5„

15° SKEW

30° SKEW

45° SKEW

(TYP.)

ANGLE

SKEW

8r2

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





FT.PREBORE HOLES

PREBORE HOLES FT.

PREBORE HOLES FT.

PREBORE HOLES FT.

STEEL PILING HP 10 X 42




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

-

5

1558

11.1

70'-0

-

5

1558

11.1

80'-0

-

5

1558

11.1

90'-0

-

5

1558

11.1

100'-0

-

5

1558

11.1

110'-0

-

6

1581

11.1

120'-0

-

6

1581

11.1

130'-0

70

7

1579

11.1

140'-0

70

7

1579

11.1

150'-0

-

5

1579

11.5

70'-0

-

5

1579

11.5

80'-0

-

5

1579

11.5

90'-0

-

5

1579

11.5

100'-0

-

5

1579

11.5

110'-0

-

6

1602

11.5

120'-0

-

6

1602

11.5

130'-0

70

7

1600

11.5

140'-0

70

7

1600

11.5

150'-0

-

6

1729

12.8

70'-0

-

6

1729

12.8

80'-0

-

6

1729

12.8

90'-0

-

6

1729

12.8

100'-0

-

6

1729

12.8

110'-0

-

6

1729

12.8

120'-0

-

6

1729

12.8

130'-0

70

7

1739

12.8

140'-0

70

7

1739

12.8

150'-0

-

7

2028

15.7

70'-0

-

7

2028

15.7

80'-0

-

7

2028

15.7

90'-0

-

7

2028

15.7

100'-0

-

7

2028

15.7

110'-0

-

7

2028

15.7

120'-0

-

7

2028

15.7

130'-0

70

7

2028

15.7

140'-0

80

8

2038

15.7

150'-0

6t2

4'-

1

1'-6

D=4•


PILE SPIRAL





#2

6t2

6t1

5s1

8r1

1'-10

38'-6

5'-7

5'-0

11'-0

32'-10

15

5

36

36

28

7

1558

19

32

302

270

321

614

1558

19

32

302

270

321

614

18

6

36

36

29

7

15

5

36

36

28

7

15

5

36

36

28

7

1558

19

32

302

270

321

614

1558

19

32

302

270

321

614

1581

23

39

302

270

333

614

21

7

36

36

28

7

1579

27

45

302

270

321

614

15

5

36

36

28

7

15

5

36

36

28

7

1558

19

32

302

270

321

614

18

6

36

36

29

7

1581

23

39

302

270

333

614

21

7

36

36

28

7

1579

27

45

302

270

321

614

#2

6t2

6t1

5s2

5s1

8r2


PILE SPIRAL






#2

6t2

6t1

5s2

5s1

8r2


PILE SPIRAL






#2

6t2

6t1

5s2

5s1

8r2


PILE SPIRAL






1'-10

38'-6

5'-7

5'-0

11'-3

11'-0

33'-11

15

5

36

36

4

24

7

15

5

36

36

4

24

7

15

5

36

36

4

24

7

15

5

36

36

4

24

7

15

5

36

36

4

24

7

1579

19

32

302

270

47

275

634

1579

19

32

302

270

47

275

634

1579

19

32

302

270

47

275

634

1579

19

32

302

270

47

275

634

1579

19

32

302

270

47

275

634

18

6

36

36

4

25

7

18

6

36

36

4

25

7

1602

23

39

302

270

47

287

634

1602

23

39

302

270

47

287

634

21

7

36

36

4

24

7

21

7

36

36

4

24

7

1600

27

45

302

270

47

275

634

1600

27

45

302

270

47

275

634

1'-10

38'-6

5'-7

5'-0

11'-11

11'-0

37'-6

18

6

36

36

4

30

7

18

6

36

36

4

30

7

18

6

36

36

4

30

7

18

6

36

36

4

30

7

18

6

36

36

4

30

7

1729

23

39

302

270

50

344

701

1729

23

39

302

270

50

344

701

1729

23

39

302

270

50

344

701

1729

23

39

302

270

50

344

701

1729

23

39

302

270

50

344

701

18

6

36

36

4

30

7

18

6

36

36

4

30

7

1729

23

39

302

270

50

344

701

1729

23

39

302

270

50

344

701

21

7

36

36

4

30

7

21

7

36

36

4

30

7

1739

27

45

302

270

50

344

701

1739

27

45

302

270

50

344

701

1'-10

38'-6

5'-7

5'-0

13'-6

11'-0

45'-3

21

7

36

36

4

42

7

21

7

36

36

4

42

7

21

7

36

36

4

42

7

21

7

36

36

4

42

7

21

7

36

36

4

42

7

21

7

36

36

4

42

7

21

7

36

36

4

42

7

21

7

36

36

4

42

7

2028

27

45

302

270

56

482

846

2028

27

45

302

270

56

482

846

2028

27

45

302

270

56

482

846

2028

27

45

302

270

56

482

846

2028

27

45

302

270

56

482

846

2028

27

45

302

270

56

482

846

2028

27

45

302

270

56

482

846

2028

27

45

302

270

56

482

846

2038

31

51

302

270

56

482

846

24

8

36

36

4

42

7

RE

VIS

ED 07-09 -

CO

NC

RE

TE

QU

AN

TITIE

S

CH

AN

GE

D.

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, 2006

07-09


J30-40-06BARRIER RAIL DETAILS

MIN. LAP MAX. 6

7'-0 END SECTION

5f1 5g1

5g2

A

A

ELEVATION OF BARRIER RAIL

2'-2

CONSTRUCTION JOINT

TYPICAL PERMISSIBLE

JOINT

CONSTRUCTION

JOINT

CONSTRUCTION

INTERSECTION

LINES OF

END SECTION DETAILS

SEE BARRIER RAIL

END SECTION DETAILS

SEE BARRIER RAIL

7'-0 END SECTION

PART ELEVATION VIEW

TOP AND SIDES

JOINT SEALER ON

(TYPICAL)

‚" MIN.

COATING

BREAKING

BOND

COATING.

OF BOND BREAKING

INDICATES AREA

HATCHED AREA

PART PLAN VIEW

BARRIER RAIL JOINT DETAILS

BARRIER RAIL NOTES:

*

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

70'-0BRIDGE LENGTH

0° 15° 30° 45°

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

E

C

OR

NU

MB

ER

DI

ME

NSI

ON

SKEW

TABLE OF BARRIER RAIL DIMENSIONS AND NUMBERS

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

6

67

66'-0

66

67'-0

81'-0

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°

8ƒ

67

66'-0

66

67'-5•

81'-5•

7•

68

67'-0

67

68'-3

82'-3

6

77

76'-0

76

77'-0

91'-0

7•

78

77'-0

77

78'-3

92'-3

6

87

86'-0

86

87'-0

101'-0

7•

88

87'-0

87

88'-3

102'-3

6

107

106'-0

106

107'-0

121'-0

6†

107

106'-0

106

107'-1‚

121'-1‚

7•

108

107'-0

107

108'-3

122'-3

6

117

116'-0

116

117'-0

131'-0

7•

118

117'-0

117

118'-3

132'-3

6

127

126'-0

126

127'-0

141'-0

7•

128

127'-0

127

128'-3

142'-3

6

137

136'-0

136

137'-0

151'-0

8ƒ

137

136'-0

136

137'-5•

151'-5•

7•

138

137'-0

137

138'-3

152'-3

6

147

146'-0

146

147'-0

161'-0

8ƒ

147

146'-0

146

147'-5•

161'-5•

7•

148

147'-0

147

148'-3

162'-3

INACCURACIES.

DUE TO CONSTRUCTION

THIS DIMENSION MAY VARY

VALUE FOR THIS DIMENSION.

DENOTES THE MAXIMUM

F

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

"B" STANDARD BARRIER RAIL SECTION

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

ƒ

6†

77

76'-0

76

77'-1‚

91'-1‚

8ƒ

77

76'-0

76

77'-5•

91'-5•

6†

87

86'-0

86

87'-1‚

101'-1‚

8ƒ

87

86'-0

86

87'-5•

101'-5•

6

97

96'-0

96

97'-0

111'-0

6†

97

96'-0

96

97'-1‚

111'-1‚

8ƒ

97

96'-0

96

97'-5•

111'-5•

7•

98

97'-0

97

98'-3

112'-3

8ƒ

117

116'-0

116

117'-5•

131'-5•

6†

137

136'-0

136

137'-1‚

151'-1‚

6†

147

146'-0

146

147'-1‚

161'-1‚

6†

67

66'-0

66

67'-1‚

81'-1‚

8ƒ

107

106'-0

106

107'-5•

121'-5•

6†

117

116'-0

116

117'-1‚

131'-1‚

6†

127

126'-0

126

127'-1‚

141'-1‚

8ƒ

127

126'-0

126

127'-5•

141'-5•A (`FT.-IN.`)

B (`FT.-IN.`)

D (`FT.-IN.`)

F (ÌN.`)

RE

VIS

ED 07-09 -

BR

CO

NC

RE

TE

AR

TIC

LE

NUI

MB

ER

CH

AN

GE

D.

07-2016

RE

VIS

ED 07-2016 -

RE

MO

VE

D

BA

RRIE

R

RAIL

NO

TE

ST

ATI

NG "A

LL

BA

RRIE

R

RAIL

REI

NF

OR

CI

NG

ST

EE

L IS

TO

BE I

NC

LU

DE

D

WIT

H

TH

E

SU

PE

RS

TR

UC

TU

RE

REI

NF

OR

CI

NG

ST

EE

L."

RAILS (`CAST-IN-PLACE OR SLIPFORMED METHOD).

CONCRETE IS NOT PERMITTED FOR CONCRETE BARRIER

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

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

WILL REQUIRE THE USE OF A CLASS BR CONCRETE IN ACCORDANCE

CONCRETE BARRIER RAILS PLACED USING THE SLIPFORM METHOD

SHALL NOT BE EPOXY COATED.

BE EPOXY COATED. OTHERWISE THE BARRIER RAIL REINFORCING

BE EPOXY COATED, ALL BARRIER RAIL REINFORCING SHALL ALSO

IF PLANS SPECIFY THAT THE REINFORCING STEEL IN THE SLAB

BARRIER RAIL = 2.84 SQUARE FEET.

CROSS SECTIONAL AREA OF THE STANDARD SECTION OF THE

THEORETICAL | GRADE.

TOP OF THE BARRIER RAIL IS TO BE PARALLEL TO THE

CERTIFICATION IS REQUIRED.

CAULKING SEALER MARKETED FOR OUTDOOR USE. NO TESTING OR

THE JOINT SEALER SHALL BE LIGHT GRAY NONSAG LATEX

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,

PLANS AND CURRENT SPECIFICATIONS.

LABOR REQUIRED TO ERECT THE RAIL IN ACCORDANCE WITH THESE

EXCLUDING REINFORCING STEEL, AND ALL OF THE EQUIPMENT AND

SHALL BE FULL COMPENSATION FOR FURNISHING ALL MATERIAL,

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

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

BASIS. THE NUMBER OF LINEAL FEET OF BARRIER RAIL INSTALLED

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

CONSIDERED INCIDENTAL TO OTHER CONSTRUCTION.

COST OF THE JOINT SEALER AND BOND BREAKER SHALL BE

WITH AN APPROVED BOND BREAKER.

CONSTRUCTION JOINT CONTACT SURFACES ARE TO BE COATED

BETWEEN VERTICAL BARS AT A MINIMUM SPACING OF 20 FEET.

THE PERMISSIBLE CONSTRUCTION JOINTS ARE TO BE PLACED


MINIMUM CLEAR DISTANCE FROM FACE OF CONCRETE TO NEAR

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, 2006


J30-41-06BARRIER RAIL DETAILS

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

SECTION BAR LOCATION SHAPE NO. LENGTH WEIGHT

VERTICAL

VERTICAL

LONGITUDINAL

5g1

5g2

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 136

36 35'-1

5'-11 963

54

5'-11

54

5'-11

54

5'-11

54

7'-9

5'-11

72

5'-11

72

8'-2

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

156

27'-5

176

176 7'-1

30'-9

196

196 7'-4

34'-1

216

216 7'-6

37'-5

236

236

31'-2

256

256

276

276

36'-2

296

296 8'-5

38'-8

136

6'-10 6'-11 7'-11969

33'-8

839

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

EPOXY REINFORCING STEEL-TWO BARRIER RAILS

1827

2598

2904

1832

1703

2351

2716

1832

1580

2114

2528

1832

1456

1908

2340

1832

1333

1690

2107

1832

1210

1499

1920

1832

1086

1300

1732

1832

1125

1544

1832

1317

1832

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

4 @ 0.65 CU. YDS.

TOTAL (CU. YDS.)

BASED ON 45° SKEW BID LENGTHS.

CONCRETE QUANTITIES SHOWN ARE

* SEE J30-40-06 FOR DIMENSION "B".

4 END SECTIONS @ 458 LBS.

4957 5464 5950 6461 6962 7536 8054 8602 9161

RE

VIS

ED 07-09 -

WEI

GH

T

OF

EN

D

SE

CTI

ON

S

CH

AN

GE

D

AN

D IS

RE

FL

EC

TE

D I

N

TO

TA

L

WEI

GH

T.

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, 2006

07-09


J30-42-06BARRIER RAIL END SECTION

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

PART VIEW E-E

2• TO 24

OF WALL

SLOPE FACE

GUTTER LINE

| 1"½ HOLES

| 1"½ HOLES

WING

TOP OF

JOINT

CONSTRUCTION

BE INCLUDED IN PRICE BID FOR CONCRETE BARRIER RAILING.

PROVIDE 5 HOLES FORMED WITH 1"½ PLASTIC CONDUIT. COST TO

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

…

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

5c5-10

6c1

5d3

R=10"

R=1•"

6d1 6d2

1•

10 7•

1•

2

6d2

6d2

| 1"½ HOLES

10

10

4t1

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

A B C D

FDC

BA

F

7'-0 END SECTION

2'-

10

81'-8

6c1

5c5-10

4t1

4t1

6c2

6c3

EE

6 @ 5‚= 2'-7•

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

6d2

1'-

62'-

3

MI

N.

29•

| 1"½ HOLES 6d2

6d1

JOINT

CONSTRUCTION

6d16d2

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

7'-0 END SECTION STANDARD RAIL

4'-0 ABUTMENT WING 3 @ 6

= 1'-6

66

6c4 6c4

6c4

SHEET FOR PLACEMENT.

STEEL. SEE WING ABUTMENT

ABUTMENT WING REINFORCING

TOP OF WING ARE THE

DASHED LINES BELOW THE

NOTE:

1'-1

1'-

1•

2•

BAR LOCATION SHAPE NO. LENGTH

6c1

6d1

6d2

VERTICAL VARIES

TOTAL WEIGHT (LBS.)

CONCRETE PLACEMENT SUMMARY SECTION TOTAL

BENT BAR DETAILS

D=4•

6

D=4•

EPOXY REINFORCING STEEL - ONE END SECTION

5c5-10

5d3

D = PIN DIAMETER.

NOTE: ALL DIMENSIONS ARE OUT TO OUT.

4

D=4•

6c2

6c3 VERTICAL

(INCLUDE WITH BARRIER RAIL REINFORCING)

0.65 CU. YD.

2'-

6

HORIZONTAL

HORIZONTAL

HORIZONTAL

BARRIER RAIL ONE END SECTION

10ƒ

11

2

D=3ƒ

4t1

4t1 VARIES

BAR "X"

5c6

5c7

5c8

5c9

5c10

5c5

0'-10‚

1'-0‚

6c2 & 6c3

6d2

6'-8

12

4

4

6

6

8

1

4 5

23

VERTICAL

WEIGHT

17

25

5'-10

81

4

458

0'-8•

3'-

96c4

6c1

6c1 & 6c4

6c4 VERTICAL 12 8'-0

4'-1

2'-10

5'-6 99

6'-9

60

1'-4

1'-2

0'-6•

VERTICAL

3'-9

0'-

11

&1̀'-

2•

2

EA.

2'-

6

6̀c2

3'-

9 6c3

ABUTMENT WING TIE BARS

(`TYP.``)

JOINT

CONSTR.

2'-

3

MI

N. (̀

TY

P.̀)

2'-

3

MI

N. (̀

TY

P.̀)

4•

3

4•

RE

VIS

ED 07-09 -

CH

AN

GE

D

SH

AP

E

OF 5c5-5c10

BA

RS.

D=3ƒ

7

"X"

5c5-5c10

2'-

2

1'-3ˆ

1'-9

‰144

ABUTMENT SHEET.

ARE SHOWN ON THE WING

DETAILS FOR PLACEMENT

ABUTMENT WING. THE

TO BE PLACED WITH THE

2`-`6d2 AND 4t1 BARS ARE

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

NOTE:

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, 2006

07-09


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•

J30-43-06(`TL-4`)

OPEN RAIL DETAILS

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 (ÈND POST`)

4j2 (ÌNTERIOR POST`)

45° SKEW = 2'-2

30° SKEW = 2'-0

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 BID FOR CONCRETE OPEN RAILING.

CONDUIT. COST TO BE INCLUDED IN PRICE

PROVIDE 5 HOLES FORMED WITH 1"½ PLASTIC

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

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

6c4

6c1,

6d1

6c1

6c2

6c3

DETAIL RAIL CHAMFER

OPEN RAIL`)

(`REQUIRED AT ENDS OF

GAP (`ƒ" MAX.`)

PERMISSIBLE

(TYP. EACH POST)

TOP AND SIDES

CHAMFER RAIL ƒ"

1'-

01'-

8

1'-

01'-

8

RE

VIS

ED 12-08 -

RE

VIS

ED

EN

D

SE

CTI

ON

SH

AP

E

AN

D

REI

NF

OR

CE

ME

NT. R

AIL

DE

PT

H

CH

AN

GE

D

TO 1'-

8.

JOINT DETAILS AT END SECTION

12-08

(`TYP.`)

BEVELED KEYWAY

1" x 4 x 1'-0

OPTIONAL JOINT

= 2'-7•

6 @ 5‚

15° SKEW = 2'-0

0° SKEW = 2'-0

15° SKEW = 2'-0

0° SKEW = 2'-0

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, 2006


10ƒ

2'-2•

3

1'-7•1ƒ

10† 2'-0 1'-7‚

J30-44-06

OPEN RAIL NOTES:

(`TL-4`)

OPEN RAIL DETAILS

BAR LOCATION SHAPE NO. LENGTH WEIGHT

TOTAL (`LBS.`)

6h1 LONGITUDINAL OPEN RAIL

6j1 VERTICAL DOWELS OPEN RAIL

4j2

4j3 HOOPS OPEN RAIL

4t1 WING FOOTING TIE BARS

4'-6

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

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

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

152

112

1027

349

4'-7

32

767

137

4494'-8

5'-5

4'-8

4994'-8

5'-5

549

5'-5

599

5'-5

698

5'-5

748

5'-5

798

5'-5

848

5'-5

184

144

200

160

4'-9

4'-8 4'-8 4'-8

5'-1

4'-8

5'-2

4'-8

5'-3

4'-8

216

176

232

192

264

224

280

240

296

256

312

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

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

883

1289 1532 1712

1267 1402 1541 1684 1950 2138 2297 2460

12371143 1426 1520 1614

1893

17081049

2073 2319 2499 29212680

5100 5799 6330 6794 7261 8061 8573 9057(ÌNCLUDE WITH SUPERSTRUCTURE REINFORCING`)

BRIDGE LENGTH

4'-10 4'-11

6d2

6d1 HORIZONTAL

HORIZONTAL 32 324

24 2406'-8

6'-9

6c2

6c1

16

96

4c4

6c3

20

16 4'-1

4c5

VERTICAL

VERTICAL

VERTICAL

16

4'-11

2'-10

2'-10

709

68

98

32 324

24 2406'-8

6'-9

16

20

16 4'-1

16

2'-10 68

98

32 324

24 2406'-8

6'-9

16

20

16 4'-1

16

2'-10 68

98

32 324

24 2406'-8

6'-9

16

20

16 4'-1

16

2'-10 68

98

32 324

24 2406'-8

6'-9

16

20

16 4'-1

16

2'-10 68

98

32 324

24 2406'-8

6'-9

16

20

16 4'-1

16

2'-10 68

98

32 324

24 2406'-8

6'-9

16

20

16 4'-1

16

2'-10 68

98

32 324

24 2406'-8

6'-9

16

20

16 4'-1

16

2'-10 68

98

32 324

24 2406'-8

6'-9

16

20

16 4'-1

16

2'-10 68

98

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

9605

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

EPOXY REINFORCING STEEL-TWO OPEN RAILS

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

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•

6c2 & 6c3

2'-

6

6̀c2

3'-

9 6c3 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

4•

3

4•

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

RE

VIS

ED 07-09 -

NU

MB

ER

OF 6d1

&

6d2

BA

RS

CH

AN

GE

D

AN

D IS

RE

FL

EC

TE

D I

N

TH

E

WEI

GH

T

CH

AN

GE.

RE

VIS

ED 07-2016 -

RE

MO

VE

D

OP

EN

RAIL

NO

TE

ST

ATI

NG "A

LL

OP

EN

RAIL

REI

NF

OR

CI

NG

ST

EE

L IS

TO

BE I

NC

LU

DE

D

WIT

H

TH

E

SU

PE

RS

TR

UC

TU

RE

REI

NF

OR

CI

NG

ST

EE

L."

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,

| 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

SHALL NOT BE EPOXY COATED.

BE EPOXY COATED. OTHERWISE THE OPEN RAIL REINFORCING

BE EPOXY COATED, ALL OPEN RAIL REINFORCING STEEL SHALL ALSO

IF PLANS SPECIFY THAT THE REINFORCING STEEL IN THE SLAB

ALL OPEN RAIL CONCRETE IS TO BE CLASS C.

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

07-2016

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, 2006


SUBDRAIN DETAILS J30-45-06

OUTLET DETAILS

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

6'-0

ABUTMENT FACE

FORESLOPE

OF SUBDRAIN OUTLET

TYPICAL SECTION

SITUATION PLAN

TOE OF SLOPE | BRIDGE

PROTECTION LAYOUT 0° SKEW PROTECTION LAYOUT SKEWED

REFER TO SITUATION PLAN FOR NORTH ARROW.

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

SHEET J30-46-06

SEE DETAILS ON

2 MIN.

(ÌF REQUIRED`)

SLOPE PROTECTION

TUBING`)

CORRUGATED

(`POLYETHYLENE

SUBDRAIN

4"½ PERFORATED

OUTLET

SUBDRAINOUTLET

SUBDRAIN

OUTLET

SUBDRAIN

RE

VIS

ED 12-08 -

RE

MO

VE

D

GR

AN

UL

AR

BA

CKFIL

L

DE

TAILS.

12-08

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, 2006


J30-46-06

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

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:

DETAILS

WING ARMORING

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 J30-45-06 AND "SITUATION PLAN" SHEETS FOR DETAILS OF PLACING

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

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

SECTION A-A

6

REBAR

PIN OR

WINGWALL

4% SLOPE

FABRIC

ENGINEERING

3'-0

( 6" THICKNESS`)

MACADAM STONE

UNDERMINING

BURIED 6" TO PREVENT

ENDS ARE TO BE

ENGINEERING FABRIC

RE

VIS

ED 09-14 -

TH

E

AR

EA

OF

MA

CA

DA

M

ST

ON

E

WA

S

EX

TE

ND

ED 2'-

0 I

N

FR

ON

T

OF

TH

E

BRI

DG

E

WI

NG.

09-14

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, 2006

~ ~ ~ ~ ~ ~ ~

~~~~~~

~

~ ~

~

~

~

~

~ ~

.

.

.

.. .

.

..

..

.

...

..

.

..

..

.

..

.

. .

..

.

.

..

.

.

..

.

..

.

.

..

.

~~ ~

~ ~

.

..

.

.

. .. .

.


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

DECEMBER, 2008

ABUTMENT BACKFILL PROCESS:

FOR 0° SKEWS

J30-47-06

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,

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 5 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

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

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07-2016

"BR" BRIDGE APPROACH PAVEMENT STANDARD

MODIFIED SUBBASE, SEE APPLICABLE

LA

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BY

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Highway Division


SLAB BRIDGES

CONTINUOUS CONCRETE


~ ~ ~ ~ ~ ~ ~

~~~~~~

~

~ ~

~

~

~

~

~ ~

.

.

.

.. .

.

..

..

.

...

..

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~~ ~

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. .. .

.

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BRI

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Highway Division


SLAB BRIDGES

CONTINUOUS CONCRETE

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

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OF

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OT

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AB

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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

J30-48-06FOR 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,

DECEMBER, 2008

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 5 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

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

"BR" BRIDGE APPROACH PAVEMENT STANDARD

MODIFIED SUBBASE, SEE APPLICABLE

07-2016

RE

VIS

ED 09-14 -

TH

E

TE

CH

NIC

AL

DA

TA I

NF

OR

MA

TI

ON

TA

BL

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WA

S

RE

MO

VE

D

AN

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A

NO

TE

AD

DE

D

TO

RE

FE

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ST

AN

DA

RD

S

SP

ECIFIC

ATI

ON

S

FO

R

THIS I

NF

OR

MA

TI

ON.

RE

VIS

ED 07-2016 -

CH

AN

GE

D

TH

E

BRI

DG

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AP

PR

OA

CH P

AV

EM

EN

T

ST

AN

DA

RD

TO "B

R" (W

AS "R

K").

Date post:	11-Feb-2020
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J30-06 CONTINUOUS CONCRETE SLAB BRIDGE STANDARDS · the j30-06 bridge standards, if properly used,...

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