FLUME NOTES: TABLE OF FLUME DIMENSIONS TABLE OF …"estimated project quantities". 1070 series will...

11/20/2020 6:48:40 AM bkloss W:\Highway\Bridge\Standards\Culverts\LRFD\EnglishLRFDSignedFlumes.dgn RCF 01-20 11x17_pdf.pltcfg

Flume Details

Reinforced Concrete

Quantities and Notes

Supplemental Specifications and Special Provisions

General Supplemental Specifications, Developmental Specifications,

Highway and Bridge Construction, current series, plus applicable

Iowa Department of Transportation Standard Specifications for

Construction:

AASHTO LRFD Bridge Design Specifications, 8th Ed., Series of 2017.

Design:

Concrete in accordance with AASHTO LRFD Section 5, f'c = 4.0 ksi.

Reinforcing steel in accordance with AASHTO LRFD Section 5, Grade 60.

the AASHTO LRFD Bridge Design Specifications, 8th Ed., Series of 2017:

Design stresses for the following materials are in accordance with

Specifications:

Design Stresses:

Bar Size Number

Minimum Splice Length 20"

4

24"

5

29"

6

34"

7

English Size

Bar Designation 13

4

16

5

19

6

22

7

Flume Notes:

General Considerations:

bar diameter in millimeters.

the stamped impression on the reinforcing bars, and is equivalent to the

may display the following "bar designation". The "bar designation" is

inch diameter bar). English reinforcing received in the field85 (5a1 is

7. These flume standards label all reinforcing steel with English notation

keyway shall be limited to a maximum of 10 degrees from vertical.

dimensions unless stated otherwise. In addition, the bevel used on the

6. Keyway dimensions shown on the plans are based on nominal

keyways are used for 11" and greater wall thickness.

5. Beveled 2"x4" keyways are to be used for 9" and 10" walls and 2"x6"

This splice, if used will be at the contractor's expense.

the contractor's option as follows:

4. The vertical bars in the walls may be spliced above the footing at

than 3'-0" in either direction as outlined in the Standard Specifications.

3. All floor reinforcing steel is to be supported at intervals of not more

formed to ensure correct line and grade.

2. Floor of flume is to be finished smooth. Sides of footing are to be

Transverse

Vertical bottom

Vertical top

End clearances:

Bottom of floor

Top of floor

Edge clearances:

1. Reinforcing bar clearances will be as follows:

structural plans and the flume "Estimated Project Quantities".

Situation Plan and the appropriate Standard Sheet 1070 series will provide

The flume standards, when used in combination with a properly completed

RCF 01-20

38"

8

25

8

EN

GLIS

HSIG

NE

DFL

UM

ES.D

GN -

RC

F 01-2

0 -

THIS S

HE

ET IS

SU

ED 12-2

020.

2"

"213

2"

" to near transverse reinforcing bar213

" to near transverse reinforcing bar412

2" except

Standard Design

Box Culverts

Single Reinforced Concrete

December, 2020

LA

TE

ST

RE

VISI

ON

DA

TE

AP

PR

OV

ED

BY

BRI

DG

E

EN

GI

NE

ER

Highway Division


S x H K M V (3:1) V (4:1) L ON P R T U

L3 Total

Walls Footing

3:1 Slope Flume

L2 per Foot

Walls Footing

L3 Total

Walls Footing

4:1 Slope Flume

L2 per Foot

Walls Footing Curtain

Basin

Curtain

Stub

Curtain

Stub

Curtain

Basin

S x H

Size

Culv.

Bar

Barc1, c2

a1 b1 b2 c3 s1

m1h1f2f1"2

12'-4

3'-2"

"212'-4

3'-2"

"833'-11

"874'-8

"212'-4

3'-2"

"833'-11

"874'-8

"835'-6

"876'-3

3'-2"

"833'-11

"874'-8

"835'-6

"876'-3

"837'-1

"877'-10

3'-2"

"833'-11

"874'-8

"835'-6

"876'-3

"837'-1

"877'-10

"838'-8

"879'-5

3'-2"

"833'-11

"874'-8

"835'-6

"876'-3

"837'-1

"877'-10

"838'-8

"879'-5

"872'-3

"813'-1

"872'-3

"813'-1

"833'-10

"854'-7

"872'-3

"813'-1

"833'-10

"854'-7

5'-5"

"416'-2

"813'-1

"833'-10

"854'-7

5'-5"

"416'-2

"216'-11

"437'-8

"813'-1

"833'-10

"854'-7

5'-5"

"416'-2

"216'-11

"437'-8

8'-6"

"839'-3

"813'-1

"833'-10

"854'-7

5'-5"

"416'-2

"216'-11

"437'-8

8'-6"

"839'-3

16'x14'

16'x13'

16'x12'

16'x11'

16'x10'

16'x9'

16'x8'

16'x7'

16'x6'

16'x5'

16'x4'

14'x14'

14'x13'

14'x12'

14'x11'

14'x10'

14'x9'

14'x8'

14'x7'

14'x6'

14'x5'

14'x4'

12'x12'

12'x11'

12'x10'

12'x9'

12'x8'

12'x7'

12'x6'

12'x5'

12'x4'

10'x12'

10'x11'

10'x10'

10'x9'

10'x8'

10'x7'

10'x6'

10'x5'

10'x4'

8'x10'

8'x9'

8'x8'

8'x7'

8'x6'

8'x5'

8'x4'

6'x8'

6'x7'

6'x6'

6'x5'

6'x4'

6'x3'

5'x6'

5'x5'

5'x4'

5'x3'

4'x4'

3'x3'

28'-0"

27'-6"

27'-0"

26'-6"

26'-0"

25'-6"

25'-0"

24'-6"

24'-0"

23'-6"

23'-0"

26'-0"

25'-6"

25'-0"

24'-6"

24'-0"

23'-6"

23'-0"

22'-6"

22'-0"

21'-6"

21'-0"

23'-0"

22'-6"

22'-0"

21'-6"

21'-0"

20'-6"

20'-0"

19'-6"

19'-0"

21'-0"

20'-6"

20'-0"

19'-6"

19'-0"

18'-6"

18'-0"

17'-6"

17'-0"

18'-0"

17'-6"

17'-0"

16'-6"

16'-0"

15'-6"

15'-0"

15'-0"

14'-6"

14'-0"

13'-6"

13'-0"

12'-6"

13'-0"

12'-6"

12'-0"

11'-6"

11'-0"

9'-6"

10'-6"

9'-9"

9'-0"

8'-3"

7'-6"

6'-9"

6'-0"

5'-3"

4'-6"

3'-9"

3'-0"

10'-6"

9'-9"

9'-0"

8'-3"

7'-6"

6'-9"

6'-0"

5'-3"

4'-6"

3'-9"

3'-0"

9'-0"

8'-3"

7'-6"

6'-9"

6'-0"

5'-3"

4'-6"

3'-9"

3'-0"

9'-0"

8'-3"

7'-6"

6'-9"

6'-0"

5'-3"

4'-6"

3'-9"

3'-0"

7'-6"

6'-9"

6'-0"

5'-3"

4'-6"

3'-9"

3'-0"

6'-0"

5'-3"

4'-6"

3'-9"

3'-0"

2'-3"

4'-6"

3'-9"

3'-0"

2'-3"

3'-0"

2'-3"

24'-0"

23'-0"

22'-0"

21'-0"

20'-0"

19'-0"

18'-0"

17'-0"

16'-0"

15'-0"

14'-0"

24'-0"

23'-0"

22'-0"

21'-0"

20'-0"

19'-0"

18'-0"

17'-0"

16'-0"

15'-0"

14'-0"

22'-0"

21'-0"

20'-0"

19'-0"

18'-0"

17'-0"

16'-0"

15'-0"

14'-0"

22'-0"

21'-0"

20'-0"

19'-0"

18'-0"

17'-0"

16'-0"

15'-0"

14'-0"

20'-0"

19'-0"

18'-0"

17'-0"

16'-0"

15'-0"

14'-0"

18'-0"

17'-0"

16'-0"

15'-0"

14'-0"

13'-0"

16'-0"

15'-0"

14'-0"

13'-0"

14'-0"

13'-0"

4'-9"

4'-6"

4'-3"

4'-0"

3'-9"

3'-6"

3'-3"

3'-0"

2'-9"

2'-6"

2'-3"

4'-9"

4'-6"

4'-3"

4'-0"

3'-9"

3'-6"

3'-3"

3'-0"

2'-9"

2'-6"

2'-3"

4'-3"

4'-0"

3'-9"

3'-6"

3'-3"

3'-0"

2'-9"

2'-6"

2'-3"

4'-3"

4'-0"

3'-9"

3'-6"

3'-3"

3'-0"

2'-9"

2'-6"

2'-3"

3'-9"

3'-6"

3'-3"

3'-0"

2'-9"

2'-6"

2'-3"

3'-3"

3'-0"

2'-9"

2'-6"

2'-3"

2'-0"

2'-9"

2'-6"

2'-3"

2'-0"

2'-3"

2'-0"

9'-7"

8'-10"

8'-0"

7'-3"

6'-6"

5'-8"

4'-11"

4'-2"

3'-5"

2'-7"

1'-10"

9'-7"

8'-10"

8'-0"

7'-3"

6'-6"

5'-8"

4'-11"

4'-2"

3'-5"

2'-7"

1'-10"

8'-0"

7'-3"

6'-6"

5'-8"

4'-11"

4'-2"

3'-5"

2'-7"

1'-10"

8'-0"

7'-3"

6'-6"

5'-8"

4'-11"

4'-2"

3'-5"

2'-7"

1'-10"

6'-6"

5'-8"

4'-11"

4'-2"

3'-5"

2'-7"

1'-10"

4'-11"

4'-2"

3'-5"

2'-7"

1'-10"

1'-1"

3'-5"

2'-7"

1'-10"

1'-1"

1'-10"

1'-1"

5'-6"

5'-3"

5'-0"

4'-9"

4'-6"

4'-3"

4'-0"

3'-9"

3'-6"

3'-6"

3'-6"

5'-6"

5'-3"

5'-0"

4'-9"

4'-6"

4'-3"

4'-0"

3'-9"

3'-6"

3'-6"

3'-6"

5'-0"

4'-9"

4'-6"

4'-3"

4'-0"

3'-9"

3'-6"

3'-6"

3'-6"

5'-0"

4'-9"

4'-6"

4'-3"

4'-0"

3'-9"

3'-6"

3'-6"

3'-6"

4'-6"

4'-3"

4'-0"

3'-9"

3'-6"

3'-6"

3'-6"

4'-0"

3'-9"

3'-6"

3'-6"

3'-6"

3'-6"

3'-6"

3'-6"

3'-6"

3'-6"

3'-6"

3'-6"

1'-3"

1'-3"

1'-3"

1'-3"

1'-3"

1'-3"

1'-3"

1'-3"

1'-3"

1'-0"

1'-0"

1'-3"

1'-3"

1'-3"

1'-3"

1'-3"

1'-3"

1'-3"

1'-3"

1'-3"

1'-0"

1'-0"

1'-3"

1'-3"

1'-3"

1'-3"

1'-3"

1'-3"

1'-3"

1'-0"

1'-0"

1'-3"

1'-3"

1'-3"

1'-3"

1'-3"

1'-3"

1'-3"

1'-0"

1'-0"

1'-3"

1'-3"

1'-3"

1'-3"

1'-3"

1'-0"

1'-0"

1'-3"

1'-3"

1'-3"

1'-0"

1'-0"

9"

1'-3"

1'-0"

1'-0"

9"

1'-0"

9"

1'-3"

1'-2"

1'-2"

1'-2"

1'-2"

1'-2"

1'-2"

1'-2"

1'-2"

1'-2"

1'-2"

1'-3"

1'-2"

1'-2"

1'-2"

1'-2"

1'-2"

1'-2"

1'-2"

1'-2"

1'-2"

1'-2"

1'-2"

1'-2"

1'-2"

1'-2"

1'-2"

1'-2"

1'-2"

1'-2"

1'-2"

1'-1"

1'-1"

1'-1"

1'-1"

1'-1"

1'-1"

1'-1"

1'-1"

1'-1"

1'-0"

1'-0"

1'-0"

1'-0"

1'-0"

1'-0"

1'-0"

11"

11"

11"

11"

11"

11"

11"

11"

11"

11"

11"

11"

1'-1"

1'-0"

1'-0"

11"

10"

10"

10"

9"

9"

9"

9"

1'-1"

1'-0"

1'-0"

11"

10"

10"

10"

9"

9"

9"

9"

1'-0"

11"

10"

10"

10"

9"

9"

9"

9"

1'-0"

11"

10"

10"

10"

9"

9"

9"

9"

10"

10"

10"

9"

9"

9"

9"

10"

9"

9"

9"

9"

9"

9"

9"

9"

9"

9"

9"

"876'-3

"837'-1

"877'-10

"838'-8

"879'-5

"8310'-3

"8711'-0

"416'-2

"216'-11

"437'-8

8'-6"

"839'-3

"8510'-0

"8710'-9

"835'-6

"854'-7"8

74'-8

"833'-11

"813'-1

"833'-10

3'-2"

"8711'-0 "8

710'-9

"8510'-0"8

310'-3

"879'-5 "8

39'-3

"838'-8 8'-6"

"437'-8"8

77'-10

3'-2" "813'-1

"833'-10"8

33'-11

"874'-8 "8

54'-7

5'-5""835'-6

"876'-3 "4

16'-2

"837'-1 "2

16'-11

5'-5"

16'-0"

14'-0"

12'-0"

10'-0"

8'-0"

6'-0"

5'-0"

4'-0"

3'-0"

14'-0"

13'-0"

12'-0"

11'-0"

10'-0"

9'-0"

8'-0"

7'-0"

6'-0"

5'-0"

4'-0"

3'-0"

8 @ 6"

8 @ 6"

7 @ 6"

7 @ 6"

6 @ 6"

5 @ 6"

5 @ 6"

5 @ 1'-0"

5 @ 1'-0"

6 @ 1'-0"

6 @ 1'-0"

6 @ 1'-0"

6 @ 1'-0"

6 @ 1'-0"

6 @ 1'-0"

6 @ 1'-0"

6 @ 1'-0"

6 @ 1'-0"

5 @ 1'-0"

5 @ 1'-0"

5 @ 1'-0"

5 @ 1'-0"

5 @ 1'-0"

5 @ 1'-0"

5 @ 1'-0"

5 @ 1'-0"

5 @ 1'-0"

5 @ 1'-0"

5 @ 1'-0"

5 @ 1'-0"

5 @ 1'-0"

5 @ 1'-0"

5 @ 1'-0"

5 @ 1'-0"

5 @ 1'-0"

5 @ 1'-0"

5 @ 6"

5 @ 6"

6 @ 1'-0"

6 @ 1'-0"

6 @ 1'-0"

6 @ 1'-0"

6 @ 1'-0"

6 @ 1'-0"

6 @ 1'-0"

6 @ 6"

5 @ 6"

5 @ 6"

5 @ 6"

5 @ 6"

4 @ 6"

5 @ 1'-0"

5 @ 1'-0"

4 @ 1'-0"

4 @ 1'-0"

4 @ 1'-0"

4 @ 1'-0"

5 @ 1'-0"

5 @ 1'-0"

5 @ 1'-0"

5 @ 1'-0"

5 @ 1'-0"

5 @ 1'-0"

5 @ 1'-0"

5 @ 1'-0"

5 @ 1'-0"

5 @ 1'-0"

5 @ 1'-0"

5 @ 1'-0"

4 @ 1'-0"

4 @ 1'-0"

4 @ 1'-0"

4 @ 1'-0"

4 @ 1'-0"

4 @ 1'-0"

4 @ 1'-0"

4 @ 1'-0"

4 @ 1'-0"

4 @ 1'-0"

4 @ 1'-0"

4 @ 1'-0"

8 @ 6"

8 @ 6"

7 @ 6"

7 @ 6"

6 @ 6"

5 @ 6"

5 @ 6"

5 @ 6"

5 @ 6"

5 @ 6"

5 @ 6"

---

#6

#6

#6

#6

#6

#6

#6

#6

#6

#5

#5

#5

16'x14'

16'x13'

16'x12'

16'x11'

16'x10'

16'x9'

16'x8'

16'x7'

16'x6'

16'x5'

16'x4'

14'x14'

14'x13'

14'x12'

14'x11'

14'x10'

14'x9'

14'x8'

14'x7'

14'x6'

14'x5'

14'x4'

12'x12'

12'x11'

12'x10'

12'x9'

12'x8'

12'x7'

12'x6'

12'x5'

12'x4'

10'x12'

10'x11'

10'x10'

10'x9'

10'x8'

10'x7'

10'x6'

10'x5'

10'x4'

8'x10'

8'x9'

8'x8'

8'x7'

8'x6'

8'x5'

8'x4'

6'x8'

6'x7'

6'x6'

6'x5'

6'x4'

6'x3'

5'x6'

5'x5'

5'x4'

5'x3'

4'x4'

3'x3'

33.3

27.5

24.4

19.7

15.6

13.5

11.4

8.6

7.1

5.6

4.3

33.3

27.5

24.4

19.7

15.6

13.5

11.4

8.6

7.1

5.6

4.3

24.4

19.7

15.6

13.5

11.4

8.6

7.1

5.6

4.3

24.4

19.7

15.6

13.5

11.4

8.6

7.1

5.6

4.3

15.6

13.5

11.4

8.6

7.1

5.6

4.3

11.4

8.6

7.1

5.6

4.3

3.1

7.1

5.6

4.3

3.1

4.3

3.1

30.9

27.5

26.3

24.9

23.5

22.4

21.3

20.0

18.9

17.8

16.7

27.7

24.7

23.6

22.3

21.1

20.1

19.1

17.9

16.9

15.9

14.9

21.0

19.8

18.6

17.7

16.9

15.8

14.9

14.0

13.1

17.1

16.1

15.1

14.4

13.7

12.7

12.0

11.3

10.6

11.9

11.3

10.8

10.0

9.5

8.9

8.4

8.9

7.6

7.2

6.8

6.3

5.9

6.4

6.0

5.6

5.3

5.0

4.0

0.860

0.735

0.677

0.567

0.466

0.417

0.369

0.288

0.244

0.200

0.156

0.860

0.735

0.677

0.567

0.466

0.417

0.369

0.288

0.244

0.200

0.156

0.677

0.567

0.466

0.417

0.369

0.288

0.244

0.200

0.156

0.677

0.567

0.466

0.417

0.369

0.288

0.244

0.200

0.156

0.466

0.417

0.369

0.288

0.244

0.200

0.156

0.369

0.288

0.244

0.200

0.156

0.112

0.244

0.200

0.156

0.112

0.156

0.112

0.961

0.890

0.890

0.881

0.871

0.871

0.871

0.861

0.861

0.861

0.861

0.863

0.799

0.799

0.789

0.780

0.780

0.780

0.770

0.770

0.770

0.770

0.708

0.699

0.689

0.689

0.689

0.679

0.679

0.679

0.679

0.576

0.567

0.558

0.558

0.558

0.549

0.549

0.549

0.549

0.440

0.440

0.440

0.432

0.432

0.432

0.432

0.362

0.328

0.328

0.328

0.328

0.328

0.292

0.292

0.292

0.292

0.256

0.220

3.8

3.6

3.4

3.2

2.9

2.7

2.5

2.3

2.1

1.6

1.6

3.4

3.2

3.0

2.8

2.6

2.4

2.2

2.0

1.8

1.4

1.4

2.7

2.5

2.3

2.1

2.0

1.8

1.6

1.3

1.3

2.4

2.2

2.0

1.9

1.7

1.6

1.4

1.1

1.1

1.7

1.6

1.5

1.3

1.2

1.0

1.0

1.2

1.1

1.0

0.8

0.8

0.6

0.9

0.7

0.7

0.5

0.6

0.4

2.9

2.7

2.5

2.2

2.0

1.8

1.6

1.4

1.2

0.7

0.6

2.6

2.4

2.2

2.0

1.8

1.6

1.4

1.2

1.0

0.7

0.5

1.9

1.8

1.6

1.4

1.2

1.1

0.9

0.6

0.4

1.7

1.6

1.4

1.3

1.1

1.0

0.8

0.5

0.4

1.2

1.1

1.0

0.8

0.7

0.5

0.4

0.8

0.7

0.6

0.4

0.3

0.2

0.5

0.4

0.3

0.2

0.2

0.1

46.8

38.5

34.2

27.5

21.8

18.7

15.9

11.9

9.8

7.8

5.9

46.8

38.5

34.2

27.5

21.8

18.7

15.9

11.9

9.8

7.8

5.9

34.2

27.5

21.8

18.7

15.9

11.9

9.8

7.8

5.9

34.2

27.5

21.8

18.7

15.9

11.9

9.8

7.8

5.9

21.8

18.7

15.9

11.9

9.8

7.8

5.9

15.9

11.9

9.8

7.8

5.9

4.3

9.8

7.8

5.9

4.3

5.9

4.3

43.6

38.7

37.1

35.0

33.0

31.4

29.7

27.8

26.2

24.6

23.0

39.2

34.8

33.3

31.4

29.5

28.1

26.6

24.9

23.4

22.0

20.5

29.5

27.8

26.1

24.8

23.5

21.9

20.7

19.4

18.1

24.0

22.5

21.1

20.1

19.1

17.7

16.7

15.7

14.6

16.7

15.9

15.0

13.9

13.1

12.3

11.5

12.4

10.6

10.0

9.3

8.7

8.1

8.9

8.3

7.8

7.2

6.8

5.5

0.841

0.719

0.662

0.554

0.456

0.408

0.360

0.282

0.239

0.196

0.153

0.841

0.719

0.662

0.554

0.456

0.408

0.360

0.282

0.239

0.196

0.153

0.662

0.554

0.456

0.408

0.360

0.282

0.239

0.196

0.153

0.662

0.554

0.456

0.408

0.360

0.282

0.239

0.196

0.153

0.456

0.408

0.360

0.282

0.239

0.196

0.153

0.360

0.282

0.239

0.196

0.153

0.110

0.239

0.196

0.153

0.110

0.153

0.110

0.940

0.871

0.871

0.861

0.852

0.852

0.852

0.842

0.842

0.842

0.842

0.844

0.782

0.782

0.772

0.762

0.762

0.762

0.753

0.753

0.753

0.753

0.693

0.683

0.674

0.674

0.674

0.664

0.664

0.664

0.664

0.564

0.555

0.546

0.546

0.546

0.537

0.537

0.537

0.537

0.431

0.431

0.431

0.422

0.422

0.422

0.422

0.354

0.320

0.320

0.320

0.320

0.320

0.285

0.285

0.285

0.285

0.250

0.215

3.8

3.6

3.4

3.1

2.9

2.7

2.5

2.3

2.0

1.6

1.6

3.4

3.2

3.0

2.8

2.6

2.4

2.2

2.0

1.8

1.4

1.4

2.7

2.5

2.3

2.1

1.9

1.8

1.6

1.3

1.3

2.3

2.2

2.0

1.9

1.7

1.6

1.4

1.1

1.1

1.7

1.6

1.5

1.3

1.2

1.0

1.0

1.2

1.1

1.0

0.8

0.8

0.6

0.9

0.7

0.7

0.5

0.6

0.4

2.8

2.7

2.5

2.2

2.0

1.8

1.6

1.4

1.1

0.7

0.6

2.5

2.4

2.2

2.0

1.8

1.6

1.4

1.2

1.0

0.6

0.5

1.9

1.7

1.6

1.4

1.2

1.1

0.9

0.6

0.4

1.7

1.5

1.4

1.2

1.1

0.9

0.8

0.5

0.4

1.2

1.1

1.0

0.8

0.7

0.5

0.4

0.8

0.7

0.6

0.4

0.3

0.2

0.5

0.3

0.3

0.2

0.2

0.1

Flume Details

Reinforced Concrete

Quantities and Notes

different.

appropriate flume size when the span and height are

The respective bar size and spacing should be used for

Note:

H = Culvert Height

S = Culvert Span

Table of Flume Dimensions Table of Flume Reinforcing

Flume Span

Flume Height

S

H

Table of Flume Concrete (CY)

L3 concrete quantities assume a 1.000° angle "C".

Note:

RCF 02-20

EN

GLIS

HSIG

NE

DFL

UM

ES.D

GN -

RC

F 02-2

0 -

THIS S

HE

ET IS

SU

ED 12-2

020.

Standard Design

Box Culverts


December, 2020

LA

TE

ST

RE

VISI

ON

DA

TE

AP

PR

OV

ED

BY

BRI

DG

E

EN

GI

NE

ER

Highway Division


Span

�C

�C

�A

X1

L3/4L3/4L3/4L3/4

Chute Length (C.L.)

Slope

�A - �C

@ 1'-0"

5b1

& 4b2

1'-0"

@ 1'-0"

5b1

& 4b2

X2 X

3 X4

3"

4" 6"

4"

1'-6"

4"

1'-0"1'-0"

1'-0"1'-0"

2 Spa. @ 1'-0"1'-0"

2 Spa. @ 1'-0"1'-0"

3 Spa. @ 1'-0"1'-0"

3 Spa. @ 1'-0"1'-0"

4 Spa. @ 1'-0"1'-0"

4 Spa. @ 1'-0"1'-0"

6 Spa. @ 1'-0"1'-0"

6 Spa. @ 1'-0"1'-0"

10 Spa. @ 1'-0"1'-0"

10 Spa. @ 1'-0"1'-0"

8 Spa. @ 1'-0"1'-0"

8 Spa. @ 1'-0"1'-0"

3"

1'-0"3"

1'-0"3"

1'-0"3"

1'-0"

3"

1'-0"3"

1'-0"

3"

3"

3"

1'-0"

3"

1'-0"

4"

5b1

& 4b2

@ 1'-0" C-C

@ 1'-0" C-C

5b1

& 4b2

@ 1'-0" C-C

5b1

& 4b2

@ 1'-0" C-C

5b1

& 4b2

5b1

& 4b2

@ 1'-0" C-C

5b1

& 4b2

@ 1'-0" C-C

5b1

& 4b2

@ 1'-0" C-C

5b1

& 4b2

@ 1'-0" C-C

5s1

4a1

5b14b2

5c1

4b2

c1

5b1

4a1

5s1

4b2

c1

5s1

5b1

4a1

4a1

6s1

c1

4b2 5b1

5c3

4b2 5b1

6s1

5a1

5c3

4b2

6s1

4a1

5c36s1

5b1

5a1

6s1

6c3

4b2 5b1

5a1

7c3

4b2

5a1

5b1

6s1

7c3

4b2

5a1

5b1

6s1

5f2

6f1

6m1

7c2

6m1

6f1

5f27c2

6m1

6f1

5f26c25c1

6m1

6f1

5f2

6m1

6f1

5f25c15c1

6m1

6f1

5f2

6m1

6f1

5f25c1

of Culvert

Slope Line

¡ of Flume Chute

Beveled Keyway

of Culvert

Slope Line

Pipe Collar

P.C. Elev.

P.I. Elev.P.P. Elev.

P.T. Elev.

4b2 5b1

L3L2L

DE

WV

NT

PO

R

U K U

R

TM

R R

T

H

B

B

T

H

T

U

Flume Details

Reinforced Concrete

Details

( Normal to Flowline )

additional details not shown.

See basin standards for



H = 10'-0" H = 11'-0" H = 12'-0"

Flume Wall Sections

S = 10'-0" S = 12'-0"

Flume Floor Half Sections

With Box Culvert

Longitudinal Section

Pipe Culvert

Section With

Longitudinal

Details

Flume ChuteParabolic Curve

End View

pipe shall require case by case design and is not part of this Standard.

Standard includes connection to a RCB Culvert (Typ.). Connection to concrete

Mix and match detailed floors and detailed walls for appropriate flume size. This

Note:

RCF 03-20

EN

GLIS

HSIG

NE

DFL

UM

ES.D

GN -

RC

F 03-2

0 -

THIS S

HE

ET IS

SU

ED 12-2

020.

H = 3'-0" H = 4'-0" H = 5'-0" H = 6'-0" H = 7'-0" H = 8'-0" H = 9'-0"

S = 6'-0"S = 5'-0"S = 4'-0"S = 3'-0" S = 8'-0"

Note: See sheet RCF 04-20 for additional span and height details.

Standard Design

Box Culverts


December, 2020

LA

TE

ST

RE

VISI

ON

DA

TE

AP

PR

OV

ED

BY

BRI

DG

E

EN

GI

NE

ER

Highway Division


12 Spa. @ 1'-0"1'-0"

12 Spa. @ 1'-0"1'-0"

3"

1'-0"

5b1

& 4b2

@ 1'-0" C-C

14 Spa. @ 1'-0"1'-0"

14 Spa. @ 1'-0"1'-0"

3"

1'-0"

5b1

& 4b2

@ 1'-0" C-C

8c3

4b2

5a1

5b1

6s1

5f2

6f1

5m1

8c2 5f2

6f1

5m1

8c2

8c3

4b2

6a1

5b1

6s1

Flume Details

Reinforced Concrete

Details



H = 13'-0"

Flume Wall Sections

S = 14'-0"

Flume Floor Half Sections

pipe shall require case by case design and is not part of this Standard.

Standard includes connection to a RCB Culvert (Typ.). Connection to concrete

Mix and match detailed floors and detailed walls for appropriate flume size. This

Note:

RCF 04-20

S = 16'-0"

H = 14'-0"

EN

GLIS

HSIG

NE

DFL

UM

ES.D

GN -

RC

F 04-2

0 -

THIS S

HE

ET IS

SU

ED 12-2

020.

Note: See sheet RCF 03-20 for additional span and height details.

Standard Design

Box Culverts


December, 2020

LA

TE

ST

RE

VISI

ON

DA

TE

AP

PR

OV

ED

BY

BRI

DG

E

EN

GI

NE

ER

Highway Division

11/20/2020 6:48:48 AM bkloss W:\Highway\Bridge\Standards\Culverts\LRFD\EnglishLRFDSignedFlumes.dgn RCFB 01-20 11x17_pdf.pltcfg

Bar Size

7

6

5

D

D

D

"2

1D

=2

"21D=2

"43D=3

Short

Long

Short

Long

Long

Short

5b1

5b2

5s1

5b25b

1,5s

1

Length

S+2U-4"

Var. (2)

Min.

Splice

" +

21

T +

(1.06) L-5"

(1.03) L-2"

(1.06) L-2"

P -

6"

N

R-5"

Var. (3)

0+

T-4

"

Var. (1)

K+2U-7"

R-5"

P -

6"

N-T

+11"

"8

15

"831'-8

"2

14

1'-6"

1'-6"

6"

1'-3"1'-8"R-2"

6"

2'-3"

R-2"

2'-0"

S x H K L M N O P R T U V

5' x 6'

5' x 5'

5' x 4'

5' x 3'

4' x 4'

3' x 3'

16'-0"

15'-0"

14'-0"

13'-0"

14'-0"

13'-0"

Curtain - Vert.

Wall - Top Slope

Curtain - Trans.

Floor Trans. - Top

Basin Backwall - Vert.

Curtain Bracket - Vert.

Floor - Longit.- Bott.

Floor - Longit.- Top

Walls - Vert. - B.F

Walls - Vert. - B.F.


Walls - Longit.- F.F. &`B.F.

Walls - Longit.- F.F. & B.F.

Walls - Vert. - F.F.

Location

5t1

5s1

5p1

6m1

5h1

4g1

5f2

6f1

c3

c2

c1

5b2

5b1

4a1

Total Weight (LB)

Concrete (CY)

Total

Walls

Footing

ShapeBar Size No. Length Weight Size No. Length Weight Size No. Length Weight Size No. Length Weight Size No. Length Weight Size WeightLengthNo.

5' x 6'5' x 5'5' x 4'5' x 3'4' x 4'3' x 3'Bill of Reinforcing Steel

5

5

5

6

5

4

5

6

--

--

5

5

5

4

9

4

2

14

5

4

11

11

--

--

14

4

8

28

5

5

5

6

5

4

5

6

--

--

5

5

5

4

10

4

2

15

6

4

12

12

--

--

15

4

12

30

5

5

5

6

5

4

5

6

--

--

5

5

5

4

10

4

2

14

7

4

13

13

--

--

14

4

8

28

5

5

5

6

5

4

5

6

--

--

5

5

5

4

11

4

2

15

7

4

13

13

--

--

15

4

12

30

11

4

2

16

7

4

14

14

8

4

12

4

16

32

5

5

5

6

5

4

5

6

6

6

6

5

5

4

11

4

2

17

7

4

14

14

16

8

9

8

16

34

13.8

4.7

9.1

11.6

3.6

8.0

10.0

2.6

7.4

8.3

1.9

6.4

9.4

2.6

6.8

7.1

1.8

5.3

1187

57

65

23

164

38

14

154

222

--

--

203

58

128

61

1496

66

70

26

204

51

15

184

264

--

--

264

63

205

84

1352

63

65

27

206

54

14

182

262

--

--

232

58

128

61

1588

73

70

28

226

59

15

199

286

--

--

280

63

205

84

1876

73

74

29

247

63

15

229

329

47

54

249

67

292

108

2351

76

79

30

269

68

15

247

356

147

176

298

145

310

135

5

5

5

6

5

4

5

6

5

5

5

5

5

4

6'-1"

15'-7"

11'-0"

4'-8":10'-11"

7'-4"

5'-3"

13'-5"

13'-5"

--

--

13'-9":14'-0"

13'-10"

15'-4"

1'-8":4'-10"

6'-4"

16'-8"

12'-4",12'-6"

5'-8":12'-5"

8'-1"

5'-6"

14'-8"

14'-8"

--

--

16'-9":17'-0"

15'-1"

16'-5"

2'-5":5'-11"

6'-1"

15'-7"

13'-0"

6'-8":12'-11"

7'-4"

5'-3"

13'-5"

13'-5"

--

--

15'-9":16'-0"

13'-10"

15'-4"

1'-8":4'-10"

6'-4"

16'-8"

13'-4",13'-6"

6'-8":13'-5"

8'-1"

5'-6"

14'-8"

14'-8"

--

--

17'-9":18'-0"

15'-1"

16'-5"

2'-5":5'-11"

6'-4"

17'-9"

13'-10",14'-0"

6'-8":13'-11"

8'-7"

5'-6"

15'-8"

15'-8"

5'-3":6'-0"

12'-1":13'-7"

19'-9":20'-1"

16'-1"

17'-6"

3'-2":6'-11"

6'-7"

18'-10"

14'-3",14'-6"

6'-8":14'-5"

9'-4"

5'-9"

16'-11"

16'-11"

5'-3":7'-0"

12'-11":16'-5"

21'-11":22'-2"

17'-5"

18'-7"

4'-0":7'-11"

13'-0"

12'-6"

12'-0"

11'-6"

11'-0"

9'-6"

4'-6"

3'-9"

3'-0"

2'-3"

3'-0"

2'-3"

2'-9"

2'-6"

2'-3"

2'-0"

2'-3"

2'-0"

3'-5"

2'-7"

1'-10"

1'-1"

1'-10"

1'-1"

3'-6"

3'-6"

3'-6"

3'-6"

3'-6"

3'-6"

1'-3"

1'-0"

1'-0"

9"

1'-0"

9"

11"

11"

11"

11"

11"

11"

9"

9"

9"

9"

9"

9"

"854'-7

"833'-10

"813'-1

"872'-3

"813'-1

"872'-3

Variable (1)

Variable (2)

Variable (3)

K+2U-4"-

S+2U-4"+

O+T-4"+

No. of c1 + c2 - 1

(K-S) (No. of c1 - 1)

No. of c1 + c2 - 1

(K-S) (No. of c2 - 1)

No. of c1 + c2 - 1

(N+V-O) (No. of c1 - 1)

N + V

V + N (at

Flu

me Ju

nction)

O (at

End of

Basin)

K (at End of Basin)

S (at Flume Junction)

" Clr.

213

1'-6"

4"

3"

4"

6"

5t1 Bars

@ 1'-3" Spaces

6f1

& 5f2 Bars Equal

Spa.

@ 1'-0" (±

)

6"

6"

6"

4a1 Bars Spaced @ 1'-0"

c1, c2 & c3 Bars Spaced @ 1'-0"

6m1 Bars Spaced @ 1'-0"

3"

5h1

@ 1'-0" Spa.

6"

4"

4"

@ Flu

me Ju

nction

5b1

@ 1'-0" (±

) Spa.

3"

1'-0"

"415

"214

"433

Beveled Keyway

5b2

c1 or c2

6f16m1

4a1

5b1

5s1

c3

5b1

5f2

¡ Flumec3

5b1 & 5b2

5f2

6m1

c2

5h1

6f1

4g1

5t1

5p1

c1

4a1

6m1

c3

5h1

c25f2

6f16m1c1

4g1

5p1

5t1

5b2

5b1

c1

5s1

PO

L

RR

U K U

VN

T

R R

L

1'-6"R

PO

T

R

NV

T

US

RL

1'-6"R

U

K

R

RCFB 01-20Details

Flume Basin

2. c2 & c3 bars are lapped.

1. See Sheet RCF 01-20 for general information.

H = Culvert Height

S = Culvert Span

D = pin diameter

Note: All dimensions are out to out.


Plan View

Variable Dimensions

Estimate of Quantities - Flume Basin

Table of Flume Basin Dimensions

Bent Bar Details

End Details

Flume Basin Notes:

c1

5h1

4g1

5t1

c2

5b1,5b2,5s1

EN

GLIS

HSIG

NE

DFL

UM

ES.D

GN -

RC

FB 01-2

0 -

THIS S

HE

ET IS

SU

ED 12-2

020.

5'-0" x 5'-0" Flume Basin Example Shown3'-0", 4'-0" & 5'-0" Spans

Standard Design

Box Culverts


December, 2020

LA

TE

ST

RE

VISI

ON

DA

TE

AP

PR

OV

ED

BY

BRI

DG

E

EN

GI

NE

ER

Highway Division


Variable (1)

Variable (2)

Variable (3)

K+2U-4"-

S+2U-4"+

O+T-4"+

No. of c1 + c2 - 1

(K-S) (No. of c1 - 1)

No. of c1 + c2 - 1

(K-S) (No. of c2 - 1)

No. of c1 + c2 - 1

(N+V-O) (No. of c1 - 1)

D

D

Short

Long

Short

Long

Long

Short

Length

S+2U-4"

Var. (2)

Min.

Splice

" +

21

T +

Var. (3)

0+

T-4

"

Var. (1)

K+2U-7"

"2

1D

=2N

R-5"

N-T

+11"

"2

14

1'-6"

1'-6"

6"

Bar Size

7

6

5

D

"415

"214

"433

"21D=2

P -

6"

R-5"

P -

6"

1'-3"1'-8"R-2"

6"

2'-3"

5b1

5b2

6s1

5b25b

1,6s

1

(1.06) L-5"

(1.03) L-2"

(1.06) L-2"

"8

15

"831'-8

R-2"

2'-0"

D

5t1

6s1

6p1

6m1

5h1

5g1

5f2

6f1

c3

c2

c1

5b2

5b1

5a1

5

6

6

6

5

5

5

6

--

--

5

5

5

5

11

4

2

14

8

4

14

14

--

--

27

4

8

28

5

6

6

6

5

5

5

6

--

--

5

5

5

5

11

4

2

15

8

4

14

14

--

--

29

4

12

30

5

6

6

6

5

5

5

6

5

5

5

5

5

5

12

4

2

16

8

4

15

15

16

8

23

4

16

32

5

6

6

6

5

5

5

6

5

5

5

5

5

5

12

4

2

17

8

4

15

15

32

16

17

8

16

34

5

6

6

6

5

5

5

6

5

5

5

5

5

5

13

4

2

18

8

4

16

16

48

24

11

8

20

36

5

6

6

6

5

5

5

6

5

5

5

5

5

5

13

4

2

19

8

4

16

16

64

32

5

8

24

38

Total

Walls

Footing

8.8

1.8

7.0

10.7

2.6

8.1

12.3

3.6

8.7

14.5

4.7

9.8

16.5

5.8

10.7

20.3

7.9

12.4

Bill of Reinforcing Steel 6' x 3' 6' x 4' 6' x 5' 6' x 6' 6' x 7' 6' x 8'

Bar Location Shape Size No. Length Weight Size No. Length Weight Size No. Length Weight Size No. Length Weight Size No. Length WeightLengthNo.SizeWeight

Curtain - Vert.

Wall - Top Slope

Curtain - Trans.

Floor Trans. - Top











Total Weight (LB)

Concrete (CY)

1750

70

94

42

227

61

22

196

282

--

--

475

58

128

95

2046

73

100

43

249

67

23

214

308

--

--

571

63

205

130

2432

79

107

45

271

72

23

245

353

92

116

502

67

292

168

2812

82

113

46

295

78

24

265

381

203

250

409

145

310

211

3255

93

119

48

319

82

25

299

431

332

399

287

154

409

258

3679

96

126

50

348

86

26

316

455

476

572

142

162

517

307

S x H K L M N PO VUTR

6' x 8'

6' x 7'

6' x 6'

6' x 5'

6' x 4'

6' x 3'

15'-0"

14'-6"

14'-0"

13'-6"

13'-0"

12'-6"

18'-0"

17'-0"

16'-0"

15'-0"

14'-0"

13'-0"

6'-1"

15'-7"

14'-0"

7'-8":13'-11"

7'-4"

5'-3"

13'-5"

13'-5"

--

--

16'-9":17'-0"

13'-10"

15'-4"

1'-8":4'-10"

6'-4"

16'-8"

14'-4",14'-6"

7'-8":14'-5"

8'-1"

5'-6"

14'-8"

14'-8"

--

--

18'-9":19'-0"

15'-1"

16'-5"

2'-5":5'-11"

6'-4"

17'-9"

14'-10",15'-0"

7'-8":14'-11"

8'-7"

5'-6"

15'-8"

15'-8"

5'-1":6'-0"

13'-1":14'-10"

20'-9":21'-1"

16'-1"

17'-6"

3'-2":6'-11"

6'-7"

18'-10"

15'-3,15'-6"

7'-8":15'-5"

9'-4"

5'-9"

16'-11"

16'-11"

5'-2":7'-0"

13'-1":16'-10"

22'-11":23'-2"

17'-5"

18'-7"

4'-0":7'-11"

6'-10"

19'-10"

15'-9",16'-0"

7'-8":15'-11"

9'-10"

6'-0"

17'-11"

17'-11"

5'-2":8'-1"

13'-1":18'-10"

24'-11":25'-2"

18'-5"

19'-7"

4'-9":9'-0"

7'-1"

20'-11"

16'-5,16'-8"

7'-10":16'-7"

10'-4"

6'-3"

18'-11"

18'-11"

5'-2":9'-1"

13'-3":21'-0"

27'-1":27'-4"

19'-5"

20'-8"

5'-6":10'-0"

6'-0"

5'-3"

4'-6"

3'-9"

3'-0"

2'-3"

3'-3"

3'-0"

2'-9"

2'-6"

2'-3"

2'-0"

4'-11"

4'-2"

3'-5"

2'-7"

1'-10"

1'-1"

4'-0"

3'-9"

3'-6"

3'-6"

3'-6"

3'-6"

1'-3"

1'-3"

1'-3"

1'-0"

1'-0"

9"

11"

11"

11"

11"

11"

11"

10"

9"

9"

9"

9"

9"

"416'-2

5'-5"

"854'-7

"833'-10

"813'-1

"872'-3

L

VN

PO

K

L

N + V

PO

1'-6"R

NV

T

V + N (at

Flu

me Ju

nction)

O (at

End of

Basin)

K (at End of Basin)


@ Flu

me Ju

nction

5b1

@ 1'-0" (±

) Spa.

K

RL

R

S

R

RT

R R

UU

U

U

4"

RT

" Clr.

213

6f1

& 5f2 Bars Equal

Spa.

@ 1'-0" (±

)

1'-6"

4"

3"

1'-0"

1'-6"R

3"

4"

6"

5t1 Bars

@ 1'-3" Spaces

6"

6"

6"


c1, c2 & c3 Bars Spaced @ 6" (See Note 3)


3"

6"

4"

5h1

@ 1'-0" Spa.

c1

5b1

6s1

5t1

6p1

5g1

c1 6m1 6f1 5f2 c2

5h1

5b2

c3

6s1

5b1

5a1

5b1

c3

5b2

Keyway

Beveledc1 or c2

6m1

5f2

6f1

5g1

5t1

6p1

6f1

c1

5a1

c3

5f25b1 & 5b2

6m1

6m1

c2

¡ Flume

5h1



Bent Bar DetailsFlume Basin Notes:

Plan View


End Details

Variable Dimensions

H = Culvert Height

S = Culvert Span

D = pin diameter


c1

c2

5h1

4g1

5t1

5b1,5b2,6s1

Details

Flume BasinRCFB 02-20

EN

GLIS

HSIG

NE

DFL

UM

ES.D

GN -

RC

FB 02-2

0 -

THIS S

HE

ET IS

SU

ED 12-2

020.

6'-0" x 8'-0" Flume Basin Example Shown6'-0" SPAN

equal to or larger than 8' and 9' respectively.

3. c1 bars are omitted if both "S" and "H" are



Standard Design

Box Culverts


December, 2020

LA

TE

ST

RE

VISI

ON

DA

TE

AP

PR

OV

ED

BY

BRI

DG

E

EN

GI

NE

ER

Highway Division


Variable (1)

Variable (2)

Variable (3)

K+2U-4"-

S+2U-4"+

O+T-4"+

No. of c1 + c2 - 1

(K-S) (No. of c1 - 1)

No. of c1 + c2 - 1

(K-S) (No. of c2 - 1)

No. of c1 + c2 - 1

(N+V-O) (No. of c1 - 1)

L

VN

PO

K

RT

RR

UU

R 1'-6"

5t1

6s1

6p1

6m1

5h1

5g1

5f2

6f1

c3

c2

c1

5b2

5b1

5a1

5

6

6

6

5

5

5

6

--

--

5

5

5

5

13

4

2

15

10

4

16

16

--

--

29

4

12

30

5

6

6

6

5

5

5

6

5

5

5

5

5

5

13

4

2

16

10

4

17

17

18

9

22

4

16

32

5

6

6

6

5

5

5

6

5

5

5

5

5

5

14

4

2

17

10

4

17

17

34

17

16

8

16

34

5

6

6

6

5

5

5

6

5

5

5

5

5

5

14

4

2

18

10

4

18

18

50

25

10

8

20

36

5

6

6

6

5

5

5

6

5

5

5

5

5

5

15

4

2

19

10

4

18

18

66

33

4

8

24

38

5

6

6

6

5

5

5

6

5

5

--

5

5

5

15

4

2

20

10

4

19

19

78

39

--

8

28

40

5

6

6

6

5

5

5

6

6

6

--

5

5

5

15

4

2

21

10

4

19

19

82

41

--

12

28

42

27.4

11.1

16.3

24.6

9.4

15.2

22.0

7.9

14.1

18.7

5.8

12.9

12.5

2.6

9.9

14.2

3.6

10.6

16.6

4.7

11.9

Concrete (CY)

Total

Walls

Footing

Curtain - Vert.

Wall - Top Slope

Curtain - Trans.

Floor Trans. - Top











Bar Location Shape Size No. Length Weight Size No. Length Weight Size No. Length Weight Size No. Length Weight Size No. Length WeightLengthNo.SizeWeightLengthNo.SizeWeight

5663

119

138

59

464

117

28

415

597

1062

1309

--

269

664

422

4456

115

132

57

434

112

27

395

568

627

820

--

171

635

363

3965

111

126

56

405

107

26

355

511

488

668

123

162

517

310

3520

100

119

54

373

102

25

336

484

343

476

284

154

409

261

3068

96

113

52

346

96

24

300

432

213

306

421

145

310

214

2669

86

107

51

319

89

23

278

400

103

153

530

67

292

171

2269

86

100

49

294

83

23

245

352

--

--

636

63

205

133

Total Weight (LB)

Bill of Reinforcing Steel 8' x 4' 8' x 5' 8' x 6' 8' x 7' 8' x 8' 8' x 10'8' x 9'

6'-4"

16'-8"

16'-4",16'-6"

9'-8":16'-5"

8'-0"

5'-6"

14'-8"

14'-8"

--

--

20'-11":21'-2"

15'-1"

16'-5"

2'-6":6'-0"

6'-4"

17'-9"

16'-10",17'-0"

9'-8":16'-11"

8'-6"

5'-6"

15'-8"

15'-8"

5'-0":6'-0"

15'-3":17'-3"

22'-11":23'-3"

16'-1"

17'-6"

3'-3":7'-0"

6'-7"

18'-10"

17'-3",17'-6"

9'-8":17'-5"

9'-3"

5'-9"

16'-11"

16'-11"

5'-0":7'-0"

15'-3":19'-3"

25'-1":25'-4"

17'-5"

18'-7"

4'-1":8'-0"

6'-10"

19'-10"

17'-9",18'-0"

9'-8":17'-11"

9'-9"

6'-0"

17'-11"

17'-11"

5'-1:8'-1"

15'-3":21'-3"

27'-1":27'-4"

18'-5"

19'-7"

4'-10":9'-1"

7'-1"

20'-11"

18'-5,18'-8"

9'-10":18'-7"

10'-3"

6'-3"

18'-11"

18'-11"

5'-1":9'-1"

15'-5":23'-5"

29'-3":29'-6"

19'-5"

20'-8"

5'-7":10'-1"

7'-4"

22'-0"

18'-11",19'-2"

9'-10":19'-1"

10'-9"

6'-5"

19'-11"

19'-11"

5'-4":10'-1"

15'-5":24'-11"

--

20'-6"

21'-9"

6'-4":11'-1"

7'-7"

23'-0"

19'-5",19'-8"

9'-10":19'-7"

11'-3"

6'-8"

20'-11"

20'-11"

6'-2":11'-1"

16'-3":26'-3"

--

21'-6"

22'-9"

7'-2":12'-1"

8' x 10'

8' x 9'

8' x 8'

8' x 7'

8' x 6'

8' x 5'

8' x 4'

18'-0"

17'-6"

17'-0"

16'-6"

16'-0"

15'-6"

15'-0"

20'-0"

19'-0"

18'-0"

17'-0"

16'-0"

15'-0"

14'-0"

R T U VPN OL MKS x H

Bar Size

7

6

5

D

"415

"214

"433

D

D

"2

1D

=2

Short

Long

Short

Long

Long

Short

Length

S+2U-4"

Var. (2)

Min.

Splice

" +

21

T +

N

R-5"

Var. (3)

0+

T-4

"

Var. (1)

K+2U-7"

N-T

+11"

"2

14

1'-6"

1'-6"

6"

"21D=2

5b1

5b2

6s1

5b25b

1,6s

1

(1.06) L-5"

(1.03) L-2"

(1.06) L-2"

P -

6"

R-5"

"8

15

"831'-8

6"

2'-3"

R-2"

2'-0"

D

P -

6"

1'-3"1'-8"R-2"

K

RL

S

R

T

V + N (at

Flu

me Ju

nction)

O (at

End of

Basin) K (at End of Basin)


NV

L

N + V

PO

R

T

U

U

" Clr.

213

1'-6"R

4"

1'-0"

3"

@ Flu

me Ju

nction

5b1

@ 1'-0" (±

) Spa.

3"

4"

6"

1'-6"R

5t1 Bars

@ 1'-3" Spaces

6f1

& 5f2 Bars Equal

Spa.

@ 1'-0" (±

)

3"

5h1

@ 1'-0" Spa.

6"

4"




6"

6"

6"

4"

7'-6"

6'-9"

6'-0"

5'-3"

4'-6"

3'-9"

3'-0"

3'-9"

3'-6"

3'-3"

3'-0"

2'-9"

2'-6"

2'-3"

6'-6"

5'-8"

4'-11"

4'-2"

3'-5"

2'-7"

1'-10"

4'-6"

4'-3"

4'-0"

3'-9"

3'-6"

3'-6"

3'-6"

1'-3"

1'-3"

1'-3"

1'-3"

1'-3"

1'-0"

1'-0"

1'-0"

1'-0"

1'-0"

1'-0"

1'-0"

1'-0"

1'-0"

0'-10"

0'-10"

0'-10"

0'-9"

0'-9"

0'-9"

0'-9"

"437'-8

"216'-11

"416'-2

5'-5"

"854'-7

"833'-10

"813'-1

¡ Flume

5b1 & 5b2

5f2

c3

5a1

c1

6m1

5t1

5g16p1

6f1

6m1

c2

5h1

6s1

5b1

5a1

5b1

c3

6f1

5f2 c1 or c2

6m1

5b2

Keyway

Beveled

c3

5h1

c25f26f16m1c1

5g1

6p1

5t1

5b2

c1

5b1

6s1

RCFB 03-20Details

Flume Basin

D = pin diameter


Flume Basin Notes:

Variable Dimensions

H = Culvert Height

S = Culvert Span

Bent Bar Details



End Details


Plan View

c1

5h1

c2

5t1

5b1,5b2,6s1

5g1

EN

GLIS

HSIG

NE

DFL

UM

ES.D

GN -

RC

FB 03-2

0 -

THIS S

HE

ET IS

SU

ED 12-2

020.

8'-0" x 8'-0" Flume Basin Example Shown8'-0" Span





Standard Design

Box Culverts


December, 2020

LA

TE

ST

RE

VISI

ON

DA

TE

AP

PR

OV

ED

BY

BRI

DG

E

EN

GI

NE

ER

Highway Division


Variable (1)

Variable (2)

Variable (3)

K+2U-4"-

S+2U-4"+

O+T-4"+

No. of c1 + c2 - 1

(K-S) (No. of c1 - 1)

No. of c1 + c2 - 1

(K-S) (No. of c2 - 1)

No. of c1 + c2 - 1

(N+V-O) (No. of c1 - 1)

D

D

"2

1D

=2

Short

Long

Short

Long

Long

Short

Length

S+2U-4"

Var. (2)

Min.

Splice

" +

21

T + N

R-5"

Var. (3)

0+

T-4

"

Var. (1)

K+2U-7"

N-T

+11"

"2

14

1'-6"

1'-6"

6"

"21D=2

P -

6"

R-5"

P -

6"

1'-3"1'-8"R-2"

6"

2'-3"

Bar Size

7

6

5

D

"415

"214

"433

5b1

5b2

6s1

5b25b

1,6s

1

(1.06) L-5"

(1.03) L-2"

(1.06) L-2"

"8

15

"831'-8

R-2"

2'-0"

D

10' x 12'

10' x 11'

10' x 10'

10' x 9'

10' x 8'

10' x 7'

10' x 6'

10' x 5'

10' x 4'

21'-0"

20'-6"

20'-0"

19'-6"

19'-0"

18'-6"

18'-0"

17'-6"

17'-0"

22'-0"

21'-0"

20'-0"

19'-0"

18'-0"

17'-0"

16'-0"

15'-0"

14'-0"

UTRPONK L MS x H V

5t1

6s1

6p1

6m1

5h1

5g1

5f2

6f1

c3

c2

c1

5b2

5b1

5a1

Concrete (CY)

Total Weight (LB)

Bill of Reinforcing Steel 10' x 4' 10' x 5'

5

6

6

6

5

5

5

6

5

5

5

5

5

5

15

4

2

15

12

4

18

18

2

1

28

4

12

30

Total

Walls

Footing

14.5

2.6

11.9

16.3

3.6

12.7

18.9

4.7

14.2

5

6

6

6

5

5

5

6

5

5

5

5

5

5

15

4

2

16

12

4

19

19

18

9

22

4

16

32

5

6

6

6

5

5

5

6

5

5

5

5

5

5

15

4

2

17

12

4

19

19

36

18

15

8

16

34

10' x 6'

21.1

5.7

15.4

5

6

6

6

5

5

5

6

5

5

5

5

5

5

16

4

2

18

12

4

20

20

52

26

9

8

20

36

10' x 8'10' x 7'

5

6

6

6

5

5

5

6

5

5

5

5

5

5

16

4

2

19

12

4

20

20

68

34

3

8

24

38

24.7

7.9

16.8

27.4

9.4

18.0

17

4

2

20

12

4

21

21

78

39

--

8

28

40

10' x 9'

5

6

6

6

5

5

5

6

5

5

--

5

5

5

10' x 10'

5

6

6

6

5

5

5

6

6

6

--

5

5

5

17

4

2

21

12

4

21

21

82

41

--

8

32

42

30.3

11.0

19.3

34.9

14.1

20.8

40.0

17.6

22.4

18

4

2

23

13

4

22

22

90

45

--

12

36

46

5

6

6

6

5

5

5

6

7

7

--

5

5

5

18

4

2

22

12

4

22

22

86

43

--

12

32

44

5

6

6

6

5

5

5

6

7

7

--

5

5

5

10' x 11' 10' x 12'

8462

152

151

69

606

165

30

526

757

1916

2307

--

295

936

552

7738

147

145

67

566

146

29

503

724

1677

2168

--

283

795

488

6017

134

138

65

527

140

28

458

660

1062

1442

--

179

759

425

4752

130

132

63

494

134

27

436

628

627

908

--

171

635

367

4243

118

126

62

463

127

26

395

568

496

770

99

162

517

314

3791

114

119

60

427

121

25

374

538

353

557

276

154

409

264

3319

103

113

58

397

115

24

335

483

224

367

428

145

310

217

2903

99

107

57

367

105

23

310

447

103

173

579

67

292

174

2497

99

100

55

339

99

23

275

397

10

18

678

63

205

136

Curtain - Vert.

Wall - Top Slope

Curtain - Trans.

Floor Trans. - Top



Floor`-`Longit.- Bott.

Floor`-`Longit.- Top







Bar Location Shape Size No. Length Weight Size No. Length Weight Size No. Length Weight Size No. Length Weight Size No. Length Weight Size No. Length Weight Size No. Length Weight Size No. Length Weight Size No. Length Weight

6'-4"

16'-8"

18'-4",18'-6"

11'-8":18'-5"

7'-11"

5'-6"

14'-8"

14'-8"

5'-0"

17'-5"

23'-1":23'-4"

15'-1"

16'-5"

2'-7":6'-1"

6'-4"

17'-9"

18'-10",19'-0"

11'-8":18'-11"

8'-5"

5'-6"

15'-8"

15'-8"

5'-0":6'-0"

17'-5":19'-5"

25'-1":25'-5"

16'-1"

17'-6"

3'-4":7'-1"

6'-7"

18'-10"

19'-3",19'-6"

11'-8":19'-5"

9'-2"

5'-9"

16'-11"

16'-11"

4'-11":7'-0"

17'-5":21'-8"

27'-3":27'-6"

17'-5"

18'-7"

4'-2":8'-1"

6'-10"

19'-10"

19'-9",20'-0"

11'-8":19'-11"

9'-8"

6'-0"

17'-11"

17'-11"

4'-11":8'-1"

17'-5":23'-8"

29'-3":29'-6"

18'-5"

19'-7"

4'-11":9'-2"

7'-1"

20'-11"

20'-5",20'-8"

11'-10":20'-7"

10'-2"

6'-3"

18'-11"

18'-11"

4'-11":9'-1"

17'-7":25'-10"

31'-5":31'-8"

19'-5"

20'-8"

5'-8":10'-2"

7'-4"

22'-0"

20'-11",21'-2"

11'-10":21'-1"

10'-8"

6'-5"

19'-11"

19'-11"

5'-4":10'-1"

17'-7":27'-1"

--

20'-6"

21'-9"

6'-5":11'-2"

7'-7"

23'-0"

21'-5",21'-8"

11'-10":21'-7"

11'-2"

6'-8"

20'-11"

20'-11"

6'-2":11'-1"

18'-5":28'-5"

--

21'-6"

22'-9"

7'-3":12'-2"

7'-10"

24'-1"

22'-1",22'-4"

12'-0":22'-3"

11'-8"

6'-11"

21'-11"

21'-11"

6'-11":12'-2"

19'-5":29'-11"

--

22'-7"

23'-10"

8'-0":13'-3"

8'-1"

25'-2"

22'-9",23'-0"

12'-2":22'-11"

12'-2"

7'-2"

22'-11"

22'-11"

7'-8":13'-2"

19'-7":30'-7"

--

23'-7"

24'-11"

8'-9":14'-3"

9'-0"

8'-3"

7'-6"

6'-9"

6'-0"

5'-3"

4'-6"

3'-9"

3'-0"

4'-3"

4'-0"

3'-9"

3'-6"

3'-3"

3'-0"

2'-9"

2'-6"

2'-3"

8'-0"

7'-3"

6'-6"

5'-8"

4'-11"

4'-2"

3'-5"

2'-7"

1'-10"

5'-0"

4'-9"

4'-6"

4'-3"

4'-0"

3'-9"

3'-6"

3'-6"

3'-6"

1'-3"

1'-3"

1'-3"

1'-3"

1'-3"

1'-3"

1'-3"

1'-0"

1'-0"

1'-1"

1'-1"

1'-1"

1'-1"

1'-1"

1'-1"

1'-1"

1'-1"

1'-1"

1'-0"

11"

10"

10"

10"

9"

9"

9"

9" "813'-1

"833'-10

"854'-7

5'-5"

"416'-2

"216'-11

"437'-8

8'-6"

"839'-3

details and notes.

See Sheet RCFB 05-20 for flume basin

Note:

RCFB 04-20Details

Flume Basin

H = Culvert Height

S = Culvert Span

Variable Dimensions Table of Flume Basin Dimensions


Bent Bar Details

c1

5h1

c2

5g1

5t1 D = pin diameter


5b1,5b2,6s1

EN

GLIS

HSIG

NE

DFL

UM

ES.D

GN -

RC

FB 04-2

0 -

THIS S

HE

ET IS

SU

ED 12-2

020.

10'-0" Span

Standard Design

Box Culverts


December, 2020

LA

TE

ST

RE

VISI

ON

DA

TE

AP

PR

OV

ED

BY

BRI

DG

E

EN

GI

NE

ER

Highway Division


L

VN

PO

K

RT

RR

UU

R 1'-6"

K (at End of Basin)


V + N (at

Flu

me Ju

nction)

O (at

End of

Basin)

T

S

RL

K

R

PO

N + V

NV

L

R

" Clr.213

U

UT

@ Flu

me Ju

nction

5b1

@ 1'-0" (±

) Spa.

3"

1'-0"

4"

3"

5h1

@ 1'-0" Spa.

6"

4"




6"

6"

6"

6f1

& 5f2 Bars Equal

Spa.

@ 1'-0" (±

)

5t1 Bars

@ 1'-3" Spaces

3"

4"

6"

1'-6"R

1'-6"R

4"

5b2

Keyway

Beveled

6m1

5f2

6f1

5a1

5b1

6s1

c3

5b1

5h1

c2

¡ Flume

5b1 & 5b2

5f2

c3

5a1

6m1

6m1

5t1

5g1

6f1

6p1

6s1

5b1

5b2

5t1

6p1

5g1

c1 6m1 6f1 c2 5f2

5h1

c3

c1 or c2

RCFB 05-20Details

Flume Basin

Flume Basin Notes:

End Details


Plan View

EN

GLIS

HSIG

NE

DFL

UM

ES.D

GN -

RC

FB 05-2

0 -

THIS S

HE

ET IS

SU

ED 12-2

020.

10'-0" x 10'-0" Flume Basin Example Shown

10'-0" Span

4. See Sheet RCFB 04-20 for flume basin quantities.





Standard Design

Box Culverts


December, 2020

LA

TE

ST

RE

VISI

ON

DA

TE

AP

PR

OV

ED

BY

BRI

DG

E

EN

GI

NE

ER

Highway Division


Variable (1)

Variable (2)

Variable (3)

K+2U-4"-

S+2U-4"+

O+T-4"+

No. of c1 + c2 - 1

(K-S) (No. of c1 - 1)

No. of c1 + c2 - 1

(K-S) (No. of c2 - 1)

No. of c1 + c2 - 1

(N+V-O) (No. of c1 - 1)

Bar Size

7

6

5

D

D

D

"2

1D

=2

"21D=2

Short

Long

Short

Long

Long

Short

5b1

5b2

6s1

5b25b

1,6s

1

Length

S+2U-4"

Var. (2)

Min.

Splice

" +

21

T +

(1.06) L-5"

(1.03) L-2"

(1.06) L-2"

P -

6"

N

R-5"

Var. (3)

0+

T-4

"

Var. (1)

K+2U-7"

R-5"

P -

6"

N-T

+11"

"8

15

"831'-8

"2

14

1'-6"

1'-6"

6"

1'-3"1'-8"R-2"

6"

2'-3"

R-2"

2'-0"

"415

"214

"433

D

12' x 12'

12' x 11'

12' x 10'

12' x 9'

12' x 8'

12' x 7'

12' x 6'

12' x 5'

12' x 4'

23'-0"

22'-6"

22'-0"

21'-6"

21'-0"

20'-6"

20'-0"

19'-6"

19'-0"

22'-0"

21'-0"

20'-0"

19'-0"

18'-0"

17'-0"

16'-0"

15'-0"

14'-0"

UTS x H LK M N O P R V

5t1

6s1

6p1

6m1

5h1

5g1

5f2

6f1

c3

c2

c1

5b2

5b1

5a1

5

6

6

6

5

5

5

6

5

5

5

5

5

5

16

4

2

15

14

4

20

20

4

2

27

4

12

30

12' x 4'Bill of Reinforcing Steel

Concrete (CY)

Total Weight (LB)

Total

Walls

Footing

16.6

2.6

14.0

18.6

3.6

15.0

21.4

4.7

16.7

5

6

6

6

5

5

5

6

5

5

5

5

5

5

17

4

2

16

14

4

21

21

20

10

21

4

16

32

12' x 5' 12' x 6'

5

6

6

6

5

5

5

6

5

5

5

5

5

5

17

4

2

17

14

4

21

21

36

18

15

4

20

34

5

6

6

6

5

5

5

6

5

5

5

5

5

5

17

4

2

18

14

4

22

22

52

26

9

8

20

36

12' x 7'

23.8

5.7

18.1

5

6

6

6

5

5

5

6

5

5

5

5

5

5

18

4

2

19

14

4

22

22

68

34

3

8

24

38

12' x 8'

27.5

7.9

19.6

12' x 9'

5

6

6

6

5

5

5

6

5

5

--

5

5

5

18

4

2

20

14

4

23

23

78

39

--

8

28

40

30.5

9.4

21.1

5

6

6

6

5

5

5

6

6

6

--

5

5

5

19

4

2

21

14

4

23

23

82

41

--

8

32

42

33.3

11.0

22.3

12' x 10' 12' x 11'

5

6

6

6

5

5

5

6

7

7

--

5

5

5

19

4

2

22

14

4

24

24

86

43

--

12

32

44

38.3

14.1

24.2

5

6

6

6

5

5

5

6

7

7

--

5

5

5

20

4

2

23

15

4

24

24

90

45

--

12

36

46

43.6

17.6

26.0

12' x 12'

8898

169

151

75

675

189

30

574

826

1916

2506

--

295

936

556

8146

155

145

73

632

169

29

549

790

1677

2358

--

283

795

491

6368

150

138

71

590

162

28

502

723

1062

1575

--

179

759

429

5041

138

132

69

554

155

27

478

688

627

997

--

171

635

370

4523

133

126

68

520

147

26

434

625

496

847

105

162

517

317

4051

121

119

66

481

140

25

411

592

353

616

296

154

409

268

3579

117

113

64

448

133

24

371

534

224

408

462

73

388

220

3146

112

107

63

416

122

23

343

494

113

216

601

67

292

177

2718

106

100

61

384

114

23

306

441

21

41

715

63

205

138

Curtain - Vert.

Wall - Top Slope

Curtain - Trans.

Floor Trans. - Top











Bar Location Shape Size No. Length Weight Size No. Length Weight Size No. Length Weight Size No. Length Weight Size No. Length Weight Size No. Length Weight Size No. Length Weight Size No. Length Weight Size WeightLengthNo.

6'-4"

16'-8"

20'-4",20'-6"

13'-8":20'-5"

7'-10"

5'-6"

14'-8"

14'-8"

4'-10:5'-0"

19'-7":19'-10"

25'-3":25'-6"

15'-1"

16'-5"

2'-8":6'-2"

6'-4"

17'-9"

20'-10",21'-0"

13'-8":20'-11"

8'-4"

5'-6"

15'-8"

15'-8"

4'-10":6'-0"

19'-7":21'-10"

27'-3":27'-7"

16'-1"

17'-6"

3'-5":7'-2"

6'-7"

18'-10"

21'-3",21'-6"

13'-8":21'-5"

9'-1"

5'-9"

16'-11"

16'-11"

4'-11":7'-0"

19'-7":23'-10"

29'-5":29'-8"

17'-5"

18'-7"

4'-3":8'-2"

6'-10"

19'-10"

21'-9",22'-0"

13'-8":21'-11"

9'-7"

6'-0"

17'-11"

17'-11"

4'-11":8'-1"

19'-7":25'-10"

31'-5":31'-8"

18'-5"

19'-7"

5'-0":9'-3"

7'-1"

20'-11"

22'-5",22'-8"

13'-10":22'-7"

10'-1"

6'-3"

18'-11"

18'-11"

4'-11":9'-1"

19'-9":28'-0"

33'-7":33'-10"

19'-5"

20'-8"

5'-9":10'-3"

7'-4"

22'-0"

22'-11",23'-2"

13'-10":23'-1"

10'-7"

6'-5"

19'-11"

19'-11"

5'-4":10'-1"

19'-9":29'-3"

--

20'-6"

21'-9"

6'-6":11'-3"

7'-7"

23'-0"

23'-5",23'-8"

13'-10":23'-7"

11'-1"

6'-8"

20'-11"

20'-11"

6'-2":11'-1"

20'-7":30'-7"

--

21'-6"

22'-9"

7'-4":12'-3"

7'-10"

24'-1"

24'-1",24'-4"

14'-0":24'-3"

11'-7"

6'-11"

21'-11"

21'-11"

6'-11":12'-2"

21'-7":32'-1"

--

22'-7"

23'-10"

8'-1":13'-4"

8'-1"

25'-2"

24'-9",25'-0"

14'-2":24'-11"

12'-1"

7'-2"

22'-11"

22'-11"

7'-8":13'-2"

21'-9":32'-9"

--

23'-7"

24'-11"

8'-10":14'-4"

9'-0"

8'-3"

7'-6"

6'-9"

6'-0"

5'-3"

4'-6"

3'-9"

3'-0"

4'-3"

4'-0"

3'-9"

3'-6"

3'-3"

3'-0"

2'-9"

2'-6"

2'-3"

8'-0"

7'-3"

6'-6"

5'-8"

4'-11"

4'-2"

3'-5"

2'-7"

1'-10"

5'-0"

4'-9"

4'-6"

4'-3"

4'-0"

3'-9"

3'-6"

3'-6"

3'-6"

1'-3"

1'-3"

1'-3"

1'-3"

1'-3"

1'-3"

1'-3"

1'-0"

1'-0"

1'-2"

1'-2"

1'-2"

1'-2"

1'-2"

1'-2"

1'-2"

1'-2"

1'-2"

1'-0'

11"

10"

10"

10"

9"

9"

9"

9" "813'-1

"833'-10

"854'-7

5'-5"

"416'-2

"216'-11

"437'-8

8'-6"

"839'-3

RCFB 06-20Details

Flume Basin

details and notes.


Note:

H = Culvert Height

S = Culvert Span

Bent Bar Details Table of Flume Basin Dimensions


Variable Dimensions

D = pin diameter


c1

5h1

5g1

5t1

c2

5b1,5b2,6s1

EN

GLIS

HSIG

NE

DFL

UM

ES.D

GN -

RC

FB 06-2

0 -

THIS S

HE

ET IS

SU

ED 12-2

020.

12'-0" Span

Standard Design

Box Culverts


December, 2020

LA

TE

ST

RE

VISI

ON

DA

TE

AP

PR

OV

ED

BY

BRI

DG

E

EN

GI

NE

ER

Highway Division


L

VN

PO

K

RT

RR

UU

R 1'-6"

K (at End of Basin)


V + N (at

Flu

me Ju

nction)

O (at

End of

Basin)

T

SK

RL

R

PO

N + V

L

NV

R

" Clr.213

U

U

T4"

1'-6"R

3"

4"

6"

1'-6"R

3"

5h1

@ 1'-0" Spa.

6"

4"



5a1 Bars Spaced @ 1'-0"6"

6"

6"

5t1 Bars

@ 1'-3" Spaces

6f1

& 5f2 Bars Equal

Spa.

@ 1'-0" (±

)

4"

@ Flu

me Ju

nction

5b1

@ 1'-0" (±

) Spa.

1'-0"

3"

5b1

5a1

6s1

c3

5b1

6f1 6m1

5f2

5b2

Keyway

Beveled

c3

5f2

5b1 & 5b2

c2

6m1

5a1

5t1

5g16p1

6m1

5h1

6f1

6s1

5b1

5b2

5t1

6p1

5g1

c1 6m1 6f1 c2 5f2

5h1

c3

c1 or c2

� Flume

RCFB 07-20Details

Flume Basin

Flume Basin Notes:

Plan View


End Details

EN

GLIS

HSIG

NE

DFL

UM

ES.D

GN -

RC

FB 07-2

0 -

THIS S

HE

ET IS

SU

ED 12-2

020.


12'-0" Span






Standard Design

Box Culverts


December, 2020

LA

TE

ST

RE

VISI

ON

DA

TE

AP

PR

OV

ED

BY

BRI

DG

E

EN

GI

NE

ER

Highway Division


Variable (1)

Variable (2)

Variable (3)

K+2U-4"-

S+2U-4"+

O+T-4"+

No. of c1 + c2 - 1

(K-S) (No. of c1 - 1)

No. of c1 + c2 - 1

(K-S) (No. of c2 - 1)

No. of c1 + c2 - 1

(N+V-O) (No. of c1 - 1)

Bar Size D

D

D

"2

1D

=2

"21D=2

Short

Long

Short

Long

Long

Short

5b1

5b2

6s1

5b25b

1,6s

1

Length

S+2U-4"

Var. (2)

Min.

Splice

" +

21

T +

(1.06) L-5"

(1.03) L-2"

(1.06) L-2"

P -

6"

N

R-5"

Var. (3)

0+

T-4

"

Var. (1)

K+2U-7"

R-5"

P -

6"

N-T

+11"

"8

15

"831'-8

"2

14

1'-6"

1'-6"

6"

1'-3"1'-8"R-2"

6"

2'-3"

R-2"

2'-0"

D


5t1

6s1

6p1

6m1

5h1

5g1

5f2

6f1

c3

c2

c1

5b2

5b1

5a1


Concrete (CY)

Total Weight (LB)

Total

Walls

Footing

14' x 5' 14' x 6' 14' x 7' 14' x 8' 14' x 9' 14' x 10' 14' x 11' 14' x 12'

Curtain - Vert.

Wall - Top Slope

Curtain - Trans.

Floor Trans. - Top












8

7

6

5

6"

"415

"214

"433

26'-0"

25'-6"

25'-0"

24'-6"

24'-0"

23'-6"

23'-0"

22'-6"

22'-0"

21'-6"

21'-0"

24'-0"

23'-0"

22'-0"

21'-0"

20'-0"

19'-0"

18'-0"

17'-0"

16'-0"

15'-0"

14'-0"

10'-6"

9'-9"

9'-0"

8'-3"

7'-6"

6'-9"

6'-0"

5'-3"

4'-6"

3'-9"

3'-0"

4'-9"

4'-6"

4'-3"

4'-0"

3'-9"

3'-6"

3'-3"

3'-0"

2'-9"

2'-6"

2'-3"

9'-7"

8'-10"

8'-0"

7'-3"

6'-6"

5'-8"

4'-11"

4'-2"

3'-5"

2'-7"

1'-10"

5'-6"

5'-3"

5'-0"

4'-9"

4'-6"

4'-3"

4'-0"

3'-9"

3'-6"

3'-6"

3'-6"

1'-3"

1'-3"

1'-3"

1'-3"

1'-3"

1'-3"

1'-3"

1'-3"

1'-3"

1'-0"

1'-0"

1'-3"

1'-2"

1'-2"

1'-2"

1'-2"

1'-2"

1'-2"

1'-2"

1'-2"

1'-2"

1'-2"

1'-1"

1'-0"

1'-0"

11"

10"

10"

10"

9"

9"

9"

9" "813'-1

"833'-10

"854'-7

5'-5"

"416'-2

"216'-11

"437'-8

8'-6"

"839'-3

"8510'-0

"8710'-9

5t1

6s1

6p1

6m1

5h1

5g1

5f2

6f1

c3

c2

c1

5b2

5b1

5a1

Bill of Reinforcing Steel

Concrete (CY)

Total Weight (LB)

Total

Walls

Footing

Curtain - Vert.

Wall - Top Slope

Curtain - Trans.

Floor Trans. - Top











Bar Location Shape Size No. Length Weight Size No. Length Weight

14' x 13' 14' x 14'

50.1

20.0

30.1

58.1

24.4

33.7

46.0

17.6

28.4

40.6

14.1

26.5

35.7

11.0

24.7

32.5

9.4

23.1

29.5

7.9

21.6

18.1

2.6

15.5

20.2

3.6

16.6

23.2

4.7

18.5

25.6

5.7

19.9

5

6

6

6

5

5

5

6

5

5

5

5

5

5

18

4

2

20

16

4

22

22

4

2

27

4

12

30

5

6

6

6

5

5

5

6

5

5

5

5

5

5

18

4

2

21

16

4

23

23

20

10

21

4

16

32

5

6

6

6

5

5

5

6

5

5

5

5

5

5

19

4

2

22

16

4

23

23

36

18

15

4

20

34

5

6

6

6

5

5

5

6

5

5

5

5

5

5

19

4

2

24

16

4

24

24

52

26

9

8

20

36

5

6

6

6

5

5

5

6

5

5

5

5

5

5

19

4

2

25

16

4

24

24

68

34

3

8

24

38

5

6

6

6

5

5

5

6

5

5

--

5

5

5

20

4

2

26

16

4

25

25

78

39

--

8

28

40

5

6

6

6

5

5

5

6

6

6

--

5

5

5

20

4

2

28

16

4

25

25

82

41

--

8

32

42

5

6

6

6

5

5

5

6

7

7

--

5

5

5

21

4

2

29

16

4

26

26

86

43

--

12

32

44

5

6

6

6

5

5

5

6

7

7

--

5

5

5

21

4

2

30

17

4

26

26

90

45

--

12

36

46

5

6

6

6

5

5

5

6

8

8

--

5

5

5

22

4

2

32

17

4

27

27

94

47

--

12

40

48

5

6

6

6

5

5

5

6

8

8

--

5

5

5

22

4

2

33

17

4

27

27

98

49

--

12

44

50

12,994

197

164

84

1095

231

32

702

1010

3194

4023

--

321

1239

702

12,017

191

158

82

1039

223

31

674

970

2844

3786

--

308

1085

626

9531

177

151

81

969

214

30

621

895

1916

2690

--

295

936

556

8763

172

145

79

915

193

29

594

856

1677

2534

--

283

795

491

6908

158

138

77

864

185

28

545

785

1062

1699

--

179

759

429

5509

153

132

75

797

177

27

519

748

627

1078

--

171

635

370

4966

140

126

74

754

168

26

474

682

496

918

112

162

517

317

4481

135

119

72

707

160

25

448

646

353

670

315

154

409

268

3966

130

113

70

644

152

24

406

584

224

445

493

73

388

220

3509

119

107

69

605

139

23

376

541

113

237

644

67

292

177

3072

119

100

67

567

131

23

337

485

21

45

771

63

205

138

8'-4"

26'-3"

27'-3",27'-6"

15'-10":27'-5"

12'-7"

7'-4"

23'-11"

23'-11"

8'-6":14'-2"

24'-5":35'-11"

--

24'-7"

26'-0"

9'-8":15'-4"

8'-7"

27'-3"

27'-11",28'-3"

16'-1":28'-1"

13'-0"

7'-7"

24'-11"

24'-11"

9'-3":15'-2"

24'-9":36'-9"

--

25'-8"

27'-0"

10'-6":16'-5"

6'-4"

16'-8"

22'-4",22'-6"

15'-4":22'-5"

7'-10"

5'-6"

14'-8"

14'-8"

4'-10":5'-0"

21'-7":21'-10"

27'-3":27'-6"

15'-1"

16'-5"

2'-8":6'-2"

6'-4"

17'-9"

22'-10",23'-0"

15'-5":22'-11"

8'-4"

5'-6"

15'-8"

15'-8"

4'-10":6'-0"

21'-7":23'-10"

29'-3":29'-7"

16'-1"

17'-6"

3'-5":7'-2"

6'-7"

18'-10"

23'-3",23'-6"

15'-7":23'-5"

9'-1"

5'-9"

16'-11"

16'-11"

4'-11":7'-0"

21'-7":25'-10"

31'-5":31'-8"

17'-5"

18'-7"

4'-3":8'-2"

6'-10"

19'-10"

23'-9",24'-0"

15'-4":23'-11"

9'-7"

6'-0"

17'-11"

17'-11"

4'-11":8'-1"

21'-7":27'-10"

33'-5":33'-8"

18'-5"

19'-7"

5'-0":9'-3"

7'-1"

20'-11"

24'-5",24'-8"

15'-7":24'-7"

10'-1"

6'-3"

18'-11"

18'-11"

4'-11":9'-1"

21'-9":30'-0"

35'-7":35'-10"

19'-5"

20'-8"

5'-9":10'-3"

7'-4"

22'-0"

24'-11",25'-2"

15'-9":25'-1"

10'-7"

6'-5"

19'-11"

19'-11"

5'-4":10'-1"

21'-9":31'-3"

--

20'-6"

21'-9"

6'-6":11'-3"

7'-7"

23'-0"

25'-5",25'-8"

15'-6":25'-7"

11'-1"

6'-8"

20'-11"

20'-11"

6'-2":11'-1"

22'-7":32'-7"

--

21'-6"

22'-9"

7'-4":12'-3"

7'-10"

24'-1"

26'-1",26'-4"

15'-9":26'-3"

11'-7"

6'-11"

21'-11"

21'-11"

6'-11":12'-2"

23'-7":34'-1"

--

22'-7"

23'-10"

8'-1":13'-4"

8'-1"

25'-2"

26'-9",27'-0"

16'-1":26'-11"

12'-1"

7'-2"

22'-11"

22'-11"

7'-8":13'-2"

23'-9":34'-9"

--

23'-7"

24'-11"

8'-10":14'-4"

14' x 14'

14' x 13'

14' x 12'

14' x 11'

14' x 10'

14' x 9'

14' x 8'

14' x 7'

14' x 6'

14' x 5'

14' x 4'

RCFB 08-20Details

Flume Basin

details and notes.


Note:

H = Culvert Height

S = Culvert Span

Bent Bar Details



Variable Dimensions

D = pin diameter


c1

5h1

5g1

5t1

c2

5b1,5b2,6s1


EN

GLIS

HSIG

NE

DFL

UM

ES.D

GN -

RC

FB 08-2

0 -

THIS S

HE

ET IS

SU

ED 12-2

020.

14'-0" Span

Standard Design

Box Culverts


December, 2020

LA

TE

ST

RE

VISI

ON

DA

TE

AP

PR

OV

ED

BY

BRI

DG

E

EN

GI

NE

ER

Highway Division


L

VN

PO

K

RT

RR

UU

R 1'-6"

K (at End of Basin)


V + N (at

Flu

me Ju

nction)

O (at

End of

Basin)

T

SK

RLR

PO

N + V

L

NV

R

" Clr.213

U

U

T4"

1'-6"R

3"

4"

6"

1'-6"R

3"

5h1

@ 1'-0" Spa.

6"

4"



6"

6"

5t1 Bars

@ 1'-3" Spaces

6f1

& 5f2 Bars Equal

Spa.

@ 1'-0" (±

)

4"

@ Flu

me Ju

nction

5b1

@ 1'-0" (±

) Spa.

1'-0"

3"

6m1 Bars Spaced @ 9"

5b1

5a1

6s1

c3

5b1

6f1 6m1

5f2

5b2

Keyway

Beveled

c3

5f2

5b1 & 5b2

c2

¡ Flume

6m1

5a1

5t1

5g16p1

6m1

5h1

6f1

6s1

5b1

5b2

5t1

6p1

5g1

c1 6m1 6f1 c2 5f2

5h1

c3

c1 or c2

RCFB 09-20Details

Flume Basin

Flume Basin Notes:

Plan View


End Details

EN

GLIS

HSIG

NE

DFL

UM

ES.D

GN -

RC

FB 09-2

0 -

THIS S

HE

ET IS

SU

ED 12-2

020.


14'-0" Span






Standard Design

Box Culverts


December, 2020

LA

TE

ST

RE

VISI

ON

DA

TE

AP

PR

OV

ED

BY

BRI

DG

E

EN

GI

NE

ER

Highway Division


Variable (1)

Variable (2)

Variable (3)

K+2U-4"-

S+2U-4"+

O+T-4"+

No. of c1 + c2 - 1

(K-S) (No. of c1 - 1)

No. of c1 + c2 - 1

(K-S) (No. of c2 - 1)

No. of c1 + c2 - 1

(N+V-O) (No. of c1 - 1)

Bar Size D

D

D

"2

1D

=2

"21D=2

Short

Long

Short

Long

Long

Short

5b1

5b2

6s1

5b25b

1,6s

1

Length

S+2U-4"

Var. (2)

Min.

Splice

" +

21

T +

(1.06) L-5"

(1.03) L-2"

(1.06) L-2"

P -

6"

N

R-5"

Var. (3)

0+

T-4

"

Var. (1)

K+2U-7"

R-5"

P -

6"

N-T

+11"

"8

15

"831'-8

"2

14

1'-6"

1'-6"

6"

1'-3"1'-8"R-2"

6"

2'-3"

R-2"

2'-0"

D


5t1

6s1

6p1

6m1

5h1

5g1

5f2

6f1

c3

c2

c1

5b2

5b1

5a1


Concrete (CY)

Total Weight (LB)

Total

Walls

Footing

16' x 5' 16' x 6' 16' x 7' 16' x 8' 16' x 9' 16' x 10' 16' x 11' 16' x 12'

Curtain - Vert.

Wall - Top Slope

Curtain - Trans.

Floor Trans. - Top












8

7

6

5

6"

"415

"214

"433

28'-0"

27'-6"

27'-0"

26'-6"

26'-0"

25'-6"

25'-0"

24'-6"

24'-0"

23'-6"

23'-0"

24'-0"

23'-0"

22'-0"

21'-0"

20'-0"

19'-0"

18'-0"

17'-0"

16'-0"

15'-0"

14'-0"

10'-6"

9'-9"

9'-0"

8'-3"

7'-6"

6'-9"

6'-0"

5'-3"

4'-6"

3'-9"

3'-0"

4'-9"

4'-6"

4'-3"

4'-0"

3'-9"

3'-6"

3'-3"

3'-0"

2'-9"

2'-6"

2'-3"

9'-7"

8'-10"

8'-0"

7'-3"

6'-6"

5'-8"

4'-11"

4'-2"

3'-5"

2'-7"

1'-10"

5'-6"

5'-3"

5'-0"

4'-9"

4'-6"

4'-3"

4'-0"

3'-9"

3'-6"

3'-6"

3'-6"

1'-3"

1'-3"

1'-3"

1'-3"

1'-3"

1'-3"

1'-3"

1'-3"

1'-3"

1'-0"

1'-0"

1'-3"

1'-2"

1'-2"

1'-2"

1'-2"

1'-2"

1'-2"

1'-2"

1'-2"

1'-2"

1'-2"

1'-1"

1'-0"

1'-0"

11"

10"

10"

10"

9"

9"

9"

9" "813'-1

"833'-10

"854'-7

5'-5"

"416'-2

"216'-11

"437'-8

8'-6"

"839'-3

"8510'-0

"8710'-9

5t1

6s1

6p1

6m1

5h1

5g1

5f2

6f1

c3

c2

c1

5b2

5b1

5a1

Bill of Reinforcing Steel

Concrete (CY)

Total Weight (LB)

Total

Walls

Footing

Curtain - Vert.

Wall - Top Slope

Curtain - Trans.

Floor Trans. - Top











Bar Location Shape Size No. Length Weight Size No. Length Weight

16' x 13' 16' x 14'

52.6

20.0

32.6

60.9

24.4

36.5

19.6

2.6

17.0

21.8

3.6

18.2

24.9

4.7

20.2

27.7

5.7

22.0

31.5

7.9

23.6

34.6

9.4

25.2

37.9

11.0

26.9

42.9

14.1

28.8

48.4

17.6

30.8

5

6

6

6

5

5

5

6

5

5

5

5

5

5

19

4

2

29

18

4

24

24

4

2

27

4

12

30

5

6

6

6

5

5

5

6

5

5

5

5

5

5

20

4

2

31

18

4

25

25

20

10

21

4

16

32

5

6

6

6

5

5

5

6

5

5

5

5

5

5

20

4

2

33

18

4

25

25

36

18

15

4

20

34

5

6

6

6

5

5

5

6

5

5

5

5

5

5

21

4

2

35

18

4

26

26

52

26

9

8

20

36

5

6

6

6

5

5

5

6

5

5

5

5

5

5

21

4

2

37

18

4

26

26

68

34

3

8

24

38

5

6

6

6

5

5

5

6

5

5

--

5

5

5

21

4

2

39

18

4

27

27

78

39

--

8

28

40

5

6

6

6

5

5

5

6

6

6

--

5

5

5

22

4

2

41

18

4

27

27

82

41

--

8

32

42

5

6

6

6

5

5

5

6

7

7

--

5

5

5

22

4

2

43

18

4

28

28

86

43

--

12

32

44

5

6

6

6

5

5

5

6

7

7

--

5

5

5

23

4

2

45

19

4

28

28

90

45

--

12

36

46

5

6

6

6

5

5

5

6

8

8

--

5

5

5

23

4

2

47

19

4

29

29

94

47

--

12

40

48

5

6

6

6

5

5

5

6

8

8

--

5

5

5

24

4

2

49

19

4

29

29

98

49

--

12

44

50

14,111

215

164

90

1772

258

32

754

1085

3194

4285

--

321

1239

702

13,062

200

158

88

1671

249

31

723

1042

2844

4037

--

308

1085

626

10,494

194

151

87

1583

239

30

669

964

1916

2874

--

295

936

556

9659

180

145

85

1485

217

29

640

922

1677

2710

--

283

795

491

7710

174

138

83

1391

208

28

589

848

1062

1822

--

179

759

429

6239

161

132

81

1308

199

27

561

808

627

1159

--

171

635

370

5654

155

126

80

1227

189

26

513

739

496

989

118

162

517

317

5119

150

119

78

1139

180

25

486

700

353

724

334

154

409

268

4572

137

113

76

1062

171

24

441

635

224

483

525

73

388

220

4071

132

107

75

986

156

23

409

588

113

258

688

67

292

177

3579

126

100

73

911

147

23

367

529

21

49

827

63

205

138

8'-7"

27'-3"

29'-11",30'-3"

18'-1":30'-1"

13'-0"

7'-7"

24'-11"

24'-11"

9'-3":15'-2"

26'-9":38'-9"

--

25'-8"

27'-0"

10'-6":16'-5"

8'-4"

26'-3"

29'-3",29'-6"

17'-11":29'-5"

12'-7"

7'-4"

23'-11"

23'-11"

8'-6":14'-2"

26'-5":37'-11"

--

24'-7"

26'-0"

9'-8":15'-4"

8'-1"

25'-2"

28'-9",29'-0"

17'-11":28'-11"

12'-1"

7'-2"

22'-11"

22'-11"

7'-8":13'-2"

25'-9":36'-9"

--

23'-7"

24'-11"

8'-10":14'-4"

7'-10"

24'-1"

28'-1",28'-4"

17'-9":28'-3"

11'-7"

6'-11"

21'-11"

21'-11"

6'-11":12'-2"

25'-7":36'-1"

--

22'-7"

23'-10"

8'-1":13'-4"

7'-7"

23'-0"

27'-5",27'-8"

17'-7":27'-7"

11'-1"

6'-8"

20'-11"

20'-11"

6'-2":11'-1"

24'-7":34'-7"

--

21'-6"

22'-9"

7'-4":12'-3"

7'-4"

22'-0"

26'-11",27'-2"

17'-7":27'-1"

10'-7"

6'-5"

19'-11"

19'-11"

5'-4":10'-1"

23'-9":33'-3"

--

20'-6"

21'-9"

6'-6":11'-3"

7'-1"

20'-11"

26'-5",26'-8"

17'-7":26'-7"

10'-1"

6'-3"

18'-11"

18'-11"

4'-11":9'-1"

23'-9":32'-0"

37'-7":37'-10"

19'-5"

20'-8"

5'-9":10'-3"

6'-10"

19'-10"

25'-9",26'-0"

17'-5":25'-11"

9'-7"

6'-0"

17'-11"

17'-11"

4'-11":8'-1"

23'-7":29'-10"

35'-5":35'-8"

18'-5"

19'-7"

5'-0":9'-3"

6'-7"

18'-10"

25'-3",25'-6"

17'-5":25'-5"

9'-1"

5'-9"

16'-11"

16'-11"

4'-11":7'-0"

23'-7":27'-10"

33'-5":33'-8"

17'-5"

18'-7"

4'-3":8'-2"

6'-4"

17'-9"

24'-10",25'-0"

17'-5":24'-11"

8'-4"

5'-6"

15'-8"

15'-8"

4'-10":6'-0"

23'-7":25'-10"

31'-3":31'-7"

16'-1"

17'-6"

3'-5":7'-2"

6'-4"

16'-8"

24'-4",24'-6"

17'-5":24'-5"

7'-10"

5'-6"

14'-8"

14'-8"

4'-10":5'-0"

23'-7":23'-10"

29'-3":29'-6"

15'-1"

16'-5"

2'-8":6'-2"

16' x 14'

16' x 13'

16' x 12'

16' x 11'

16' x 10'

16' x 9'

16' x 8'

16' x 7'

16' x 6'

16' x 5'

16' x 4'

RCFB 10-20Details

Flume Basin

details and notes.


Note:

H = Culvert Height

S = Culvert Span

Bent Bar Details



Variable Dimensions

D = pin diameter


c1

5h1

5g1

5t1

c2

5b1,5b2,6s1


EN

GLIS

HSIG

NE

DFL

UM

ES.D

GN -

RC

FB 10-2

0 -

THIS S

HE

ET IS

SU

ED 12-2

020.

16'-0" Span

Standard Design

Box Culverts


December, 2020

LA

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ON

DA

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AP

PR

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BY

BRI

DG

E

EN

GI

NE

ER

Highway Division


L

VN

PO

K

RT

RR

UU

R 1'-6"

K (at End of Basin)


V + N (at

Flu

me Ju

nction)

O (at

End of

Basin)

T

SK

RL

R

PO

N + V

L

NV

R

" Clr.213

U

U

T4"

1'-6"R

3"

4"

6"

1'-6"R

3"

5h1

@ 1'-0" Spa.

6"

4"



6"

6"

5t1 Bars

@ 1'-3" Spaces

6f1

& 5f2 Bars Equal

Spa.

@ 1'-0" (±

)

4"

@ Flu

me Ju

nction

5b1

@ 1'-0" (±

) Spa.

1'-0"

3"

6m1 Bars Spaced @ 6"

5b1

5a1

6s1

c3

5b1

6f1 6m1

5f2

5b2

Keyway

Beveled

c3

5f2

5b1 & 5b2

c2

¡ Flume

6m1

5a1

5t1

5g16p1

6m1

5h1

6f1 6s1

5b1

5b2

5t1

6p1

5g1

c1 6m1 6f1 c2 5f2

5h1

c3

c1 or c2

RCFB 11-20Details

Flume Basin

Flume Basin Notes:

Plan View


End Details

EN

GLIS

HSIG

NE

DFL

UM

ES.D

GN -

RC

FB 11-2

0 -

THIS S

HE

ET IS

SU

ED 12-2

020.


16'-0" Span






Standard Design

Box Culverts


December, 2020

LA

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VISI

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AP

PR

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BY

BRI

DG

E

EN

GI

NE

ER

Highway Division

11/20/2020 6:49:05 AM bkloss W:\Highway\Bridge\Standards\Culverts\LRFD\EnglishLRFDSignedFlumes.dgn FBJ 01-20 11x17_pdf.pltcfg

Junction Bell Joint 3' x 3' 4' x 4' 5' x 3' 5' x 4'

3' x 3' 4' x 4' 5' x 3' 5' x 4' 5' x 5' 5' x 6'

5' x 6'

Chute Bell Joint

Concrete (CY)

Concrete (CY)

Bar Location Shape No. Length Weight No. Length Weight No. Length Weight No. Length Weight No. Length Weight

5' x 5'

No. Length Weight

WeightLengthNo.WeightLengthNo.WeightLengthNo.Length WeightNo.WeightLengthNo.Shape No. Length Weight

Floor Vert.

Floor Vert.

Walls Horiz.

Walls Vert.

Walls & Floor

Floor Vert.

Floor Vert.

Walls Horiz.

Walls & Floor

5z1

5y2

5y1

5w3

5w1

5z1

5y4

5y3

5w2

Total

Walls

Footing

0.9

0.2

0.7

1.0

0.3

0.7

1.0

0.2

0.8

1.1

0.3

0.8

1.3

0.5

0.8

1.2

0.4

0.8

1.5

0.7

0.8

1.4

0.6

0.8

1.2

0.4

0.8

1.4

0.6

0.8

1.1

0.4

0.7

Total

Walls

Footing

1.6

0.8

0.8

5

5

10

--

3

6

6

12

6

3

7

7

10

--

3

7

7

12

6

3

7

7

16

6

3

7

7

12

3

7

7

10

3

7

7

8

3

7

7

8

3

6

6

8

3

5

5

8

3

Total Weight (LB)

Total Weight (LB)

LocationBar

148

15

32

50

--

51

190

18

39

60

27

46

173

21

45

50

--

57

202

21

45

60

27

49

219

21

45

71

33

49

236

21

45

81

40

49

187

21

44

60

62

172

21

44

50

57

157

21

44

40

52

152

21

44

40

47

145

18

38

40

49

128

15

32

40

41

7

7

14

6

3

S x H M T U BT BU

9"

9"

9"

9"

9"

9"

9"

9"

9"

9"

9"

9"

5' x 6'

5' x 5'

5' x 4'

5' x 3'

4' x 4'

3' x 3'

with 5w3 bar

bar spliced

¬ 5w1 or 5w2

5w

1

5w

2

¬

"21S + 2'-8

"4

3H + 2'-3

"4

3M + 1'-5

"2

15

"21

1'-6

"2

11'-5

"211'-5

"2

11'-5

"2

11'-5

"43D=3

4'-0"

1'-1"

1'-5"

"21D=4

1'-5"1'-1"

1'-4"

8"

"211'-1 1'-4"1

'-10"

1'-0" 1'-4"1'-0"

1'-1

0"

"211'-1 1'-4"

7"

"21D=4 "2

1D=2"21D=4

2'-11"

6'-2"

4'-10"

---

16'-4"

2'-11"

6'-2"

4'-10"

4'-4"

14'-9"

2'-11"

6'-2"

4'-10"

---

18'-4"

2'-11"

6'-2"

4'-10"

4'-4"

15'-9"

2'-11"

6'-2"

4'-10"

5'-4"

15'-9"

2'-11"

6'-2"

4'-10"

6'-4"

15'-9"

2'-11"

6'-1"

4'-10"

19'-8"

2'-11"

6'-1"

4'-10"

18'-2"

2'-11"

6'-1"

4'-10"

16'-8"

2'-11"

6'-1"

4'-10"

15'-2"

2'-11"

6'-1"

4'-10"

15'-8"

2'-11"

6'-1"

4'-10"

13'-2"

4'-6"

3'-9"

3'-0"

2'-3"

3'-0"

2'-3"

11"

11"

11"

11"

11"

11"

10"

10"

10"

10"

10"

10"

1'-8"10" 1'-8"10"

5""218 5""2

18

1'-8"10"

5""218

T

M

1'-8"

10"

5""21

8

M + T

T

BT

At Joint

"2

13

" Clr.

213

Clr.

"2

13

"873

Clr.

"41

2

"21

Clr."

21

3

Clr."

41

2

"2

1

"873

" Clr.

213

"873

"2

1

"873

"2

1

U10"

U10"

U10"

BU

10"

T1'-1"

1'-2"

BT

1'-1

"

T

T

1'-1

"

S + 2U + 1'-8"

Spa.

@ 1'-0";

5y3

3"

Spa.

@ 1'-0";

5y1

H + 6"

Min.

Lap

2'-0"

S + 2U + 1'-8"

H + 6"

4"

1'-1"Spa. @ 1'-0"; 5y2, 5z11'-1"

1'-1"Spa. @ 1'-0"; 5y4, 5z11'-1"

10"

10"

10" 10"

10" USU 10"

10" USU 10"

5w3

5w1 or

5y1

Flow Line

5y2

5z1

¡ Flume5w3

5y1

5y2

5w1

5z1

¡ Flume

5y3

5w2

5y4 5z1

5y3

5w2

Flow Line

5z1

5y4

Joint Filler

" Preformed21

5z1

5w2

5y4

5y2

5z1 Joint Filler

" Preformed21

5w1

5y15w3

5w1 or

Joint Filler

" Preformed21

5w25y3

Joint Filler

" Preformed21

B

B

A

A

Details

Flume Bell Joint

Section A-A

Bell Jt.

Part Elev. - Junction

Section B-B

Part Elevation - Chute Bell Jt.

Section C-C

Estimate of Quantities - Flume Bell Joints

Barrel & Chute Dimensions

Bent Bar Details

Notes:

D = pin diameter


H = Culvert Height

S = Culvert Span

5w1, 5w2

5z15y45y2

5y1, 5y3

FBJ 01-20

DD

E

E

F

F

C

C

Section D-D Section E-E

Section F-F

EN

GLIS

HSIG

NE

DFL

UM

ES.D

GN -

FBJ

01-2

0 -

THIS S

HE

ET IS

SU

ED 12-2

020.

3'-0", 4'-0" & 5'-0" Spans4. See Sheet RCF 01-20 for general information.

joints.

3. Floor bars m1 are to be shortened 6" at bell

than shown.

accordingly for wall and floor thicknesses other

reinforcing steel and concrete quantities

2. Change lengths of bars 5w1 and adjust

floor and "BT" barrel floor thicknesses.

"U" flume walls, "BU" barrel walls, "T" flume

1. Dimensions and quantities shown based on Standard Design

Box Culverts


December, 2020

LA

TE

ST

RE

VISI

ON

DA

TE

AP

PR

OV

ED

BY

BRI

DG

E

EN

GI

NE

ER

Highway Division


with 5w3 bar

bar spliced

¬ 6w1 or 6w2

6w

1

6w

2

¬

"21D=4

"21D=4 "2

1D=4 "21D=4

"21D=4

"21S + 2U + 1'-6

"4

3H + 2'-5

"4

3M + 1'-7

U + 8"

"2

17

"2

11'-7

"2

11'-7

"2

11'-7

"211'-7

1'-0"

2'-1

"

1'-8"

"211'-3 1'-8"

9"

1'-8"

10"

1'-0"

2'-1

"

"211'-3 1'-8"

4'-7"

1'-9"

1'-9"U + 8"

Junction Bell Joint 6' x 3' 6' x 4'

Chute Bell Joint

Concrete (CY)

Concrete (CY)

Total Weight (LB)

Total Weight (LB)

6' x 3' 6' x 4' 6' x 5'

6' x 5' 6' x 6' 6' x 7'

6' x 6' 6' x 7' 6' x 8'

6' x 8'

Bar Location Shape No. Length Weight No. Length Weight No. Length Weight No. Length No. Length WeightWeightLengthNo.Weight

ShapeLocationBar No. Length Weight No. Length Weight No. Length Weight No. Length Weight WeightLengthNo.WeightLengthNo.

Floor Vert.

Floor Vert.

Walls Horiz.

Walls Vert.

Walls & Floor

Floor Vert.

Floor Vert.

Walls Horiz.

Walls Vert.

Walls & Floor

Total

Walls

Footing

1.6

0.3

1.3

1.9

0.6

1.3

Total

Walls

Footing

6z1

6y2

6y1

6w3

6w1

8

8

10

--

4

8

8

12

8

4

8

8

14

8

4

8

8

16

8

4

1.8

0.5

1.3

1.9

0.6

1.3

2.1

0.8

1.3

2.5

1.2

1.3

2.3

1.0

1.3

2.1

0.8

1.3

8

8

6

--

4

8

8

8

--

4

8

8

10

--

4

8

8

12

8

4

8

8

20

8

4

8

8

18

8

4

8

8

12

8

4

8

8

14

8

4

2.3

1.0

1.3

2.2

0.9

1.3

2.7

1.4

1.3

2.9

1.6

1.3

6z1

6y4

6y3

6w4

6w2

339

39

87

93

--

120

399

39

87

111

52

110

430

39

87

130

64

110

460

39

87

148

76

110

282

39

86

56

--

101

309

39

86

74

--

110

337

39

86

93

--

119

394

39

86

111

48

110

525

39

87

188

100

111

491

39

87

167

88

110

403

39

86

111

57

110

433

39

86

131

66

111

6' x 8'

6' x 7'

6' x 6'

6' x 5'

6' x 4'

6' x 3'

9"

9"

9"

9"

9"

9"

BUBTUTMS x H

3'-3"

7'-3"

6'-2"

---

20'-0"

3'-3"

7'-3"

6'-2"

4'-4"

18'-3"

3'-3"

7'-3"

6'-2"

5'-4"

18'-3"

3'-3"

7'-3"

6'-2"

6'-4"

18'-3"

3'-3"

7'-3"

6'-2"

7'-4"

18'-3"

3'-3"

7'-3"

6'-3"

8'-4"

18'-5"

3'-3"

7'-2"

6'-3"

5'-6"

18'-5"

3'-3"

7'-2"

6'-2"

4'-9"

18'-3"

3'-3"

7'-2"

6'-2"

4'-0"

18'-3"

3'-3"

7'-2"

6'-2"

---

19'-10"

3'-3"

7'-2"

6'-2"

---

18'-4"

3'-3"

7'-2"

6'-2"

---

16'-10"

6'-0"

5'-3"

4'-6"

3'-9"

3'-0"

2'-3"

11"

11"

11"

11"

11"

11"

10"

9"

9"

9"

9"

9"

10"

10"

10"

10"

10"

10"

BU

T

M

M + T

TAt Joint

"2

13

Clr.

"41

2

Clr.

"2

13

" Clr.

213

"21

Clr."

41

2

" Clr.

213

Clr."

21

3

"2

1

"2

1

"2

1

BT

2'-0"1'-0"

U1'-0"

"4144"4"9"

U1'-0"

2'-0"1'-0"

"4144"4"9"

U1'-0"

U -

BU

1'-0" +

1'-4"

BTT

1'-3"

2'-0"1'-0"

"4144"4"9"

1'-3

"

T

2'-0"

1'-0"

T

1'-3

"

"414

4"4"

9"

Spa.

@ 1'-0";

6y3

Min.

Lap

2'-5"

S + 2U + 2'-0"

S + 2U + 2'-0"

Min.

Lap

2'-5"

3"

H + 6"

Spa.

@ 1'-0";

6y1

H + 6"

4"

U + 6"Spa. @ 1'-0"; 6y2, 6z1U + 6"

U + 6"Spa. @ 1'-0"; 6y4, 6z1U + 6"

1'-0" USU 1'-0"

1'-0" USU 1'-0"

1'-0"

1'-0"

1'-0" 1'-0"

6w3

6w1 or

6y1

Flow Line

6y2

6z1

6w3

6y1

¡ Flume

6y2

6w1

6z1

¡ Flume6w4

6y3

6w2

6y4 6z16z1

Flow Line

6w4

6w2 or

6y3

6y4

Joint Filler

" Preformed21

6z1

6y4

6w2

6z1 Joint Filler

" Preformed21

6y2

6w1

Joint Filler

" Preformed21

6w4

6w2 or6y3

6w3

6w1 or6y1

Joint Filler

" Preformed21

B

B

A

A

Details

Flume Bell Joint

Notes:

D = pin diameter


Section C-C


Section B-B

Section A-A

Bell Jt.


Bent Bar Details



6w1, 6w2

6y2 6y4 6z1

H = Culvert Height

S = Culvert Span

6y1, 6y3

FBJ 02-20

Section F-F

Section E-E

Section D-D

D D

E

E

C

C

F

F

EN

GLIS

HSIG

NE

DFL

UM

ES.D

GN -

FBJ

02-2

0 -

THIS S

HE

ET IS

SU

ED 12-2

020.

6'-0" Span


3. Floor bars m1 are to be shortened 6" at bell joints.

and floor thicknesses other than shown.

steel and concrete quantities accordingly for wall

2. Change lengths of bars 6w1 and adjust reinforcing

and "BT" barrel floor thicknesses.

"U" flume walls, "BU" barrel walls, "T" flume floor

1. Dimensions and quantities shown based on

Standard Design

Box Culverts


December, 2020

LA

TE

ST

RE

VISI

ON

DA

TE

AP

PR

OV

ED

BY

BRI

DG

E

EN

GI

NE

ER

Highway Division


Junction Bell Joint 8' x 4' 8' x 5' 8' x 6' 8' x 7' 8' x 8' 8' x 9' 8' x 10'

Total Weight (LB)

Concrete (CY)

Chute Bell Joint

Concrete (CY)

Bar Location Shape No. Length Weight No. Length Weight No. Length Weight No. Length Weight No. Length Weight WeightLengthNo.WeightLengthNo.

No. Length Weight No. Length WeightWeightLengthNo.WeightLengthNo.WeightLengthNo.ShapeLocationBar No. Length Weight No. Length Weight

6z1

6y2

6y1

6w3

6w1

10

10

12

8

4

10

10

14

8

4

10

10

16

8

4

10

10

18

8

4

10

10

20

8

4

10

10

24

8

4

10

10

22

8

4

6z1

6y4

6y3

6w4

6w2

10

10

8

--

4

10

10

10

--

4

10

10

12

8

4

10

10

12

8

4

10

10

14

8

4

10

10

16

8

4

10

10

18

8

4

2.9

1.3

1.6

2.8

1.2

1.6

2.6

1.0

1.6

2.4

0.9

1.5

2.3

0.8

1.5

2.1

0.6

1.5

Total

Walls

Footing

2.0

0.5

1.5

2.4

0.8

1.6

2.6

1.0

1.6

2.8

1.2

1.6

3.0

1.4

1.6

3.2

1.6

1.6

3.4

1.8

1.6

3.5

1.9

1.6

8' x 10'8' x 9'8' x 8'

Floor Vert.

Floor Vert.

Walls Horiz.

Walls Vert.

Walls & Floor

Floor Vert.

Floor Vert.

Walls Horiz.

Walls Vert.

Walls & Floor

Total Weight (LB)

Total

Walls

Footing

8' x 7'8' x 6'8' x 5'8' x 4'

479

51

111

130

64

123

448

51

111

111

52

123

509

51

111

148

76

123

540

51

111

167

88

123

574

51

111

188

100

124

605

51

111

207

112

124

635

51

111

225

124

124

538

51

110

169

84

124

510

51

110

150

75

124

482

51

110

131

66

124

452

51

110

111

57

123

443

51

110

111

48

123

386

51

110

93

--

132

358

51

110

74

--

123

S x H M T U BT BU

8' x 10'

8' x 9'

8' x 8'

8' x 7'

8' x 6'

8' x 5'

8' x 4'

3'-5"

7'-5"

6'-2"

4'-4"

20'-5"

3'-5"

7'-5"

6'-2"

5'-4"

20'-5"

3'-5"

7'-5"

6'-2"

6'-4"

20'-5"

3'-5"

7'-5"

6'-2"

7'-4"

20'-5"

3'-5"

7'-5"

6'-3"

8'-4"

20'-7"

3'-5"

7'-5"

6'-3"

9'-4"

20'-7"

3'-5"

7'-5"

6'-3"

10'-4"

20'-7"

3'-5"

7'-4"

6'-3"

7'-0"

20'-7"

3'-5"

7'-4"

6'-3"

6'-3"

20'-7"

3'-5"

7'-4"

6'-3"

5'-6"

20'-7"

3'-5"

7'-4"

6'-2"

4'-9"

20'-5"

3'-5"

7'-4"

6'-2"

4'-0"

20'-5"

3'-5"

7'-4"

6'-2"

---

22'-0"

3'-5"

7'-4"

6'-2"

---

20'-6"

7'-6"

6'-9"

6'-0"

5'-3"

4'-6"

3'-9"

3'-0"

1'-0"

1'-0"

1'-0"

1'-0"

1'-0"

1'-0"

1'-0"

10"

10"

10"

9"

9"

9"

9"

11"

11"

11"

11"

11"

11"

11"

10"

9"

9"

9"

9"

9"

9"

"21D=4

"21D=4

"21D=4 "2

1D=4 "21D=4

with 5w3 bar

bar spliced

¬ 6w1 or 6w2

6w

2

¬

"21S + 2U + 1'-6

"4

3M + 1'-8

U + 8"

"2

17

"2

11'-8

"21

2'-2

"211'-8

"2

11'-8

"2

11'-8

"21

2'-2

4'-8"

1'-9"

1'-9"U + 8"

"211'-4 1'-8"

1'-8"1'-0"

10"

1'-8"1'-0"

9"

"211'-4 1'-8"

BU

T

M

M + T

TAt Joint

"2

13

Clr.

"41

2

Clr.

"2

13

"21

" Clr.

213

"2

1

Clr."

41

2

Clr."

21

3

" Clr.

213

"2

1

"2

1

BT

2'-0"1'-0"

"4144"4"9"

U1'-0"

U1'-0"

2'-0"1'-0"

U1'-0"

U -

BU

1'-0" +

"4144"4"9"

1'-4"

BT

2'-0"1'-0"

T1'-3"

"4144"4"9"

1'-3

"

T

2'-0"

1'-0"

T

1'-3

"

"414

4"4"

9"

S + 2U + 2'-0"

Spa.

@ 1'-0";

6y3

Min.

Lap

2'-5"

S + 2U + 2'-0"

H + 6"

Min.

Lap

2'-5"

Spa.

@ 1'-0";

6y1

3"

H + 6"

4"

U + 6"Spa. @ 1'-0"; 6y2, 6z1U + 6"

U + 6"Spa. @ 1'-0"; 6y4, 6z1U + 6"

1'-0" USU 1'-0"

1'-0" USU 1'-0"

1'-0"

1'-0"

1'-0"1'-0"

6w3

6w1 or

6y1

Line

Flow

6y2

6z1

6w3

6y1

¡ Flume

6y2

6w1

6z1

6w4

6y3

6w2

6y4

¡ Flume

6z1

6w4

6w2 or

Flow Line

6y4

6z1

6y3

Joint Filler

" Preformed21

6z1

6y4

6w2

Joint Filler

" Preformed21

6z1

6y2

6w1

Joint Filler

" Preformed21

6w3

6w1 or6y1

6w4

6w2 or6y3

Joint Filler

" Preformed21

A

A

B

B

Details

Flume Bell Joint

Notes:

H = Culvert Height

S = Culvert Span



Bent Bar Details

Section C-C


Section B-B

Section A-A

Bell Jt.


D = pin diameter


6w1, 6w2

6y2 6y4 6z1

6y1, 6y3

D D

E

E

C

C

F

F

Section F-F

Section E-E

Section D-D

FBJ 03-20

EN

GLIS

HSIG

NE

DFL

UM

ES.D

GN -

FBJ

03-2

0 -

THIS S

HE

ET IS

SU

ED 12-2

020.

8'-0" Span4. See Sheet RCF 01-20 for general information.








Standard Design

Box Culverts


December, 2020

LA

TE

ST

RE

VISI

ON

DA

TE

AP

PR

OV

ED

BY

BRI

DG

E

EN

GI

NE

ER

Highway Division


6z1

6y2

6y1

6w3

6w1

12

12

12

8

4

12

12

14

8

4

12

12

16

8

4

12

12

18

8

4

12

12

20

8

4

12

12

22

8

4

12

12

24

8

4

12

12

26

8

4

12

12

28

8

4

12

12

20

8

4

12

12

18

8

4

12

12

18

8

4

12

12

16

8

4

12

12

14

8

4

12

12

8

--

4

12

12

10

--

4

12

12

12

8

4

12

12

12

8

4

Junction Bell Joint

Bar Location Shape No. Length

10' x 4'

Weight No. Length

10' x 5'

Weight No. Length

10' x 6'

Weight No. Length

10' x 7'

Weight No. Length

10' x 8'

Weight No. Length

10' x 9'

Weight No. Length

10' x 10'

Weight No. Length

10' x 11'

Weight WeightLengthNo.

10' x 12'

Concrete (CY)

Total Weight (LB)

Chute Bell Joint

LocationBar

Concrete (CY)

Total Weight (LB)

Shape No. Length

10' x 4'

Weight No. Length Weight

10' x 5'

No. Length Weight

10' x 6'

No. Length Weight

10' x 7'

Length WeightNo.

10' x 8' 10' x 9'

No. Length Weight No. Length Weight

10' x 10'

WeightLengthNo.

10' x 12'

WeightLengthNo.

10' x 11'

871

74

164

340

148

145

827

74

164

309

136

144

787

74

164

282

124

143

752

74

164

259

112

143

716

74

164

235

100

143

675

74

164

207

88

142

605

74

164

161

64

142

640

74

164

184

76

142

570

74

164

138

52

142

470

74

162

92

--

142

502

74

162

115

--

151

564

74

162

138

48

142

573

74

162

138

57

142

610

74

162

165

66

143

642

74

162

188

75

143

726

74

162

243

102

145

687

74

162

214

93

144

675

74

162

212

84

143

5.4

2.5

2.9

5.1

2.3

2.8

6.2

3.3

2.9

6.5

3.6

2.9

5.9

3.0

2.9

4.8

2.0

2.8

4.6

1.8

2.8

5.6

2.7

2.9

5.3

2.4

2.9

4.4

1.6

2.8

4.2

1.4

2.8

4.9

2.1

2.8

4.7

1.9

2.8

4.0

1.2

2.8

4.1

1.3

2.8

4.4

1.6

2.8

3.8

1.0

2.8

3.6

0.8

2.8

Total

Walls

Footing

Total

Walls

Footing

Floor Vert.

Floor Vert.

Walls Horiz.

Walls Vert.

Walls & Floor

Floor Vert.

Floor Vert.

Walls Horiz.

Walls Vert.

Walls & Floor

6z1

6y4

6y3

6w4

6w2

10' x 12'

10' x 11'

10' x 10'

10' x 9'

10' x 8'

10' x 7'

10' x 6'

10' x 5'

10' x 4'

BUBTUTMS x H

6w

2

¬

6w4 bar

with 6w3 or

bar spliced

¬ 6w1 or 6w2

"21D=4

"21D=4

"21D=4 "2

1D=4 "21D=4

"21S + 2U + 2'-0

"4

3M + 2'-0

"2

1U + 10

"2

110

2'-3"

2'-3""21U + 10

"212'-0

"2

12'-0

"2

12'-0

"2

12'-0

1'-0" 2'-2"

1'-0"

2'-8

"

"211'-8 2'-2"

1'-0"

2'-8

"

"211'-8 2'-2"

1'-1"

2'-2"

T + 3'-11"

4'-1"

9'-1"

7'-8"

4'-4"

23'-7"

4'-1"

9'-1"

7'-8"

5'-4"

23'-7"

4'-1"

9'-1"

7'-8"

6'-4"

23'-7"

4'-1"

9'-1"

7'-8"

7'-4"

23'-7"

4'-1"

9'-1"

7'-10"

8'-4"

23'-9"

4'-1"

9'-1"

7'-10"

9'-4"

23'-9"

4'-1"

9'-1"

7'-10"

10'-4"

23'-9"

4'-1"

9'-1"

7'-11"

11'-4"

23'-11"

4'-1"

9'-1"

8'-1"

12'-4"

24'-1"

4'-1"

9'-0"

8'-1"

8'-6"

24'-1"

4'-1"

9'-0"

7'-11"

7'-9"

23'-11"

4'-1"

9'-0"

7'-10"

7'-0"

23'-9"

4'-1"

9'-0"

7'-10"

6'-3"

23'-9"

4'-1"

9'-0"

7'-10"

5'-6"

23'-9"

4'-1"

9'-0"

7'-8"

4'-9"

23'-7"

4'-1"

9'-0"

7'-8"

4'-0"

23'-7"

4'-1"

9'-0"

7'-8"

---

25'-2"

4'-1"

9'-0"

7'-8"

---

23'-8"

9'-0"

8'-3"

7'-6"

6'-9"

6'-0"

5'-3"

4'-6"

3'-9"

3'-0"

1'-1"

1'-1"

1'-1"

1'-1"

1'-1"

1'-1"

1'-1"

1'-1"

1'-1"

1'-0"

11"

10"

10"

10"

9"

9"

9"

9"

1'-0"

1'-0"

1'-0"

1'-0"

1'-0"

1'-0"

1'-0"

1'-0"

1'-0"

1'-0"

11"

10"

9"

9"

9"

9"

9"

9"

U -

BU

1'-3" +

BU

T

M

M + T

At Joint

Clr.

"41

2

Clr.

"2

13

" Clr.

213

"21

"2

1

"2

1

Clr."

41

2

"2

1

Clr."

21

3

" Clr.

213

"2

13

BT

T

T

1'-6

"

2'-6"

1'-3"

"414

5"5"

1'-1"

1'-6

"

T

2'-6"1'-3"

U1'-3"

U1'-3"

2'-6"1'-3"

"4145"5"1'-1"

U1'-3"

T1'-6"

2'-6"1'-3"

"4145"5"1'-1"

1'-7"

BT

Spa.

@ 1'-0";

6y3

Min.

Lap

2'-5"

S + 2U + 2'-6"

3"

H + 6"

Spa.

@ 1'-0";

6y1

Min.

Lap

2'-5"

S + 2U + 2'-6"H + 6"

4"

"4145"5"1'-1"

U + 9"Spa. @ 1'-0"; 6y4, 6z1U + 9"

U + 9"Spa. @ 1'-0"; 6y2, 6z1U + 9"

1'-3" USU 1'-3"1'-3"USU1'-3"

1'-3"

1'-3"

1'-3"

1'-3"

6z1

Joint Filler

" Preformed21

6w4

6w2 or6y3

Joint Filler

" Preformed21

6w2

6y4

6z1

Joint Filler

" Preformed21

6w3

6w1 or6y1

Joint Filler

" Preformed21

6z1

6y2

6w1

6w4

6w2 or

Flow Line

6y3

6y4

6z1

¡ Flume

6w4

6y3

6w2

6y4

¡ Flume6w3

6y1

6w1

6y2

6z1

6w3

6w1 or

6y1

Line

Flow

6y2

6z1

A

A

B

B

Section A-A

Section B-B



Details

Flume Bell Joint

Notes:

H = Culvert Height

S = Culvert Span


Part Elev. - Junction Bell Jt.Section C-C

Bent Bar Details

D = pin diameter


6w1, 6w2

6y2 6y4 6z1

6y1, 6y3

D D

E

E

C

C

F

F

Section F-FSection E-E

Section D-D

FBJ 04-20

EN

GLIS

HSIG

NE

DFL

UM

ES.D

GN -

FBJ

04-2

0 -

THIS S

HE

ET IS

SU

ED 12-2

020.

10'-0" Span









Standard Design

Box Culverts


December, 2020

LA

TE

ST

RE

VISI

ON

DA

TE

AP

PR

OV

ED

BY

BRI

DG

E

EN

GI

NE

ER

Highway Division


6z1

6y2

6y1

6w3

6w1

14

14

12

8

4

14

14

14

8

4

14

14

16

8

4

14

14

18

8

4

14

14

20

8

4

14

14

22

8

4

14

14

24

8

4

14

14

26

8

4

14

14

28

8

4

14

14

20

8

4

14

14

18

8

4

14

14

18

8

4

14

14

16

8

4

14

14

14

8

4

14

14

8

--

4

14

14

10

--

4

14

14

12

8

4

14

14

12

8

4

Junction Bell Joint


12' x 4'

Weight No. Length

12' x 5'

Weight No.

12' x 6'

Length Weight No. Length

12' x 7'

Total Weight (LB)

Concrete (CY)

Chute Bell Joint

LocationBar

Concrete (CY)

Total Weight (LB)

Shape No.

12' x 4'


12' x 5'

Weight No. Length

12' x 6'

Weight No. Length

12' x 7'

Weight No. Length

12' x 8'

Weight

Weight No. Length

12' x 8'

Weight No. Length

12' x 9'

Weight No. Length

12' x 10'

Weight No.

12' x 11'


12' x 12'

Weight

Length

12' x 12'

WeightNo.

12' x 11'

Length WeightNo.WeightLengthNo.

12' x 10'12' x 9'

WeightLengthNo.

928

89

193

340

148

158

884

89

193

309

136

157

844

89

193

282

124

156

809

89

193

259

112

156

773

89

193

235

100

156

732

89

193

207

88

155

627

89

193

138

52

155

662

89

193

161

64

155

697

89

193

184

76

155

527

89

191

92

--

155

559

89

191

115

--

164

621

89

191

138

48

155

630

89

191

138

57

155

667

89

191

165

66

156

783

89

191

243

102

158

744

89

191

214

93

157

732

89

191

212

84

156

699

89

191

188

75

156

Floor Vert.

Floor Vert.

Walls Horiz.

Walls Vert.

Walls & Floor

Floor Vert.

Floor Vert.

Walls Horiz.

Walls Vert.

Walls & Floor

6z1

6y4

6y3

6w4

6w2

Total

Walls

Footing

4.6

1.3

3.3

4.9

1.6

3.3

5.2

1.9

3.3

5.4

2.1

3.3

5.7

2.4

3.3

6.0

2.7

3.3

7.0

3.6

3.4

6.6

3.3

3.3

6.3

3.0

3.3

5.8

2.5

3.3

5.6

2.3

3.3

5.2

2.0

3.2

5.0

1.8

3.2

4.8

1.6

3.2

4.6

1.4

3.2

Total

Walls

Footing

4.0

0.8

3.2

4.2

1.0

3.2

4.4

1.2

3.2

12' x 12'

12' x 11'

12' x 10'

12' x 9'

12' x 8'

12' x 7'

12' x 6'

12' x 5'

12' x 4'

S x H M T U BUBT

4'-3"

9'-2"

7'-8"

4'-4"

25'-9"

4'-3"

9'-2"

7'-8"

5'-4"

25'-9"

4'-3"

9'-2"

7'-8"

6'-4"

25'-9"

4'-3"

9'-2"

7'-8"

7'-4"

25'-9"

4'-3"

9'-2"

7'-10"

8'-4"

25'-11"

4'-3"

9'-2"

7'-10"

9'-4"

25'-11"

4'-3"

9'-2"

7'-10"

10'-4"

25'-11"

4'-3"

9'-2"

7'-11"

11'-4"

26'-1"

4'-3"

9'-2"

8'-1"

12'-4"

26'-3"

4'-3"

9'-1"

8'-1"

8'-6"

26'-3"

4'-3"

9'-1"

7'-11"

7'-9"

26'-1"

4'-3"

9'-1"

7'-10"

7'-0"

25'-11"

4'-3"

9'-1"

7'-10"

6'-3"

25'-11"

4'-3"

9'-1"

7'-10"

5'-6"

25'-11"

4'-3"

9'-1"

7'-8"

4'-0"

25'-9"

4'-3"

9'-1"

7'-8"

---

27'-4"

4'-3"

9'-1"

7'-8"

---

25'-10"

9'-0"

8'-3"

7'-6"

6'-9"

6'-0"

5'-3"

4'-6"

3'-9"

3'-0"

1'-2"

1'-2"

1'-2"

1'-2"

1'-2"

1'-2"

1'-2"

1'-2"

1'-2"

1'-0"

11"

10"

10"

10"

9"

9"

9"

9"

1'-1"

1'-1"

1'-1"

1'-1"

1'-1"

1'-1"

1'-1"

1'-1"

1'-1"

1'-0"

11"

10"

9"

9"

9"

9"

9"

9"

6w4 bar

with 6w3 or

bar spliced

¬ 6w1 or 6w2

6w

2

¬

"21D=4

"21D=4

"21D=4 "2

1D=4 "21D=4

"21S + 2U + 2'-0

"4

3M + 2'-1

"2

1U + 10

"2

110

"212'-1

"2

12'-1

"2

12'-1

"2

12'-1

1'-0" 2'-2"

1'-0"

2'-9

"

"411'-9 2'-2"

2'-2"1'-0"

2'-9

"

"411'-9 2'-2"

1'-1"

2'-3"

2'-3""21U + 10

BU

T

M

M + T

T

BT

At Joint

"2

13

Clr."

41

2

Clr."

21

3

" Clr.

213

"2

1"

21

Clr.

"41

2

Clr.

"2

13

" Clr.

213

"21

"2

1

T

1'-6

"

2'-6"

1'-3"

"414

5"5"

1'-1"

1'-6

"

T

2'-6"1'-3"

"4145"5"1'-1"

U1'-3"

U1'-3"

U -

BU

1'-3" +

U1'-3"

"4145"5"1'-1"

2'-6"1'-3"

1'-7"

BTT

1'-6"

2'-6"1'-3"

"4145"5"1'-1"

Spa.

@ 1'-0";

6y3

Min.

Lap

2'-5"

S + 2U + 2'-6"

3"

H + 6"

Spa.

@ 1'-0";

6y1

Min.

Lap

2'-5"

S + 2U + 2'-6"4"

H + 6"

4'-3"

9'-1"

7'-8"

4'-9"

25'-9"

T + 3'-11"

U + 9"Spa. @ 1'-0"; 6y4, 6z1U + 9"

U + 9"Spa. @ 1'-0"; 6y2, 6z1U + 9"

1'-3"

1'-3"

1'-3"

1'-3"

USU1'-3" 1'-3"1'-3" USU 1'-3"

6w4

6w2 or

6w2

6w1

6w3

6w1 or6y3

Joint Filler

" Preformed21

6z1

6y4

Joint Filler

" Preformed21

Joint Filler

" Preformed21

6y1

Joint Filler

" Preformed21

6z1

6y2

6y3

6w4

6w2 or

Flow Line

6z1

6y4

6w4

6y3

6w2

6y4

¡ Flume

6z1

6w3

6y1

¡ Flume

6w1

6y2 6z1

6w3

6w1 or

6y1

Line

Flow

6y2

6z1

A

A

B

B

Details

Flume Bell Joint

Notes:



Bent Bar Details

Section C-C


Part Elev. - Junction Bell Jt.

Section B-B

Section A-A

D = pin diameter


6w1, 6w2

6y2 6y4 6z1

H = Culvert Height

S = Culvert Span

6y1, 6y3

D D

E

E

C

C

F

F

FBJ 05-20


Section D-D

EN

GLIS

HSIG

NE

DFL

UM

ES.D

GN -

FBJ

05-2

0 -

THIS S

HE

ET IS

SU

ED 12-2

020.

12'-0" Span









Standard Design

Box Culverts


December, 2020

LA

TE

ST

RE

VISI

ON

DA

TE

AP

PR

OV

ED

BY

BRI

DG

E

EN

GI

NE

ER

Highway Division


6z1

6y2

6y1

6w3

6w1

Junction Bell Joint


14' x 4'

Weight No. Length

14' x 5'

Weight No.

14' x 6'


14' x 7'

Total Weight (LB)

Concrete (CY)

Chute Bell Joint

LocationBar

Concrete (CY)

Total Weight (LB)

Shape No.

14' x 4'


14' x 5'

Weight No. Length

14' x 6'

Weight No. Length

14' x 7'

Weight No. Length

14' x 8'

Weight

Weight No. Length

14' x 8'

Weight No. Length

14' x 9'

Weight No. Length

14' x 10'

Weight No.

14' x 11'


14' x 12'

Weight

Length

14' x 12'

WeightNo.

14' x 11'


14' x 10'14' x 9'

WeightLengthNo.

Floor Vert.

Floor Vert.

Walls Horiz.

Walls Vert.

Walls & Floor

Floor Vert.

Floor Vert.

Walls Horiz.

Walls Vert.

Walls & Floor

6z1

6y4

6y3

6w4

6w2

Total

Walls

Footing

4.9

1.3

3.6

5.2

1.6

3.6

5.5

1.9

3.6

5.7

2.1

3.6

6.0

2.4

3.6

6.3

2.7

3.6

7.3

3.6

3.7

7.0

3.3

3.7

6.6

3.0

3.6

6.1

2.5

3.6

5.9

2.3

3.6

5.5

2.0

3.5

5.3

1.8

3.5

5.1

1.6

3.5

4.9

1.4

3.5

Total

Walls

Footing

4.3

0.8

3.5

4.5

1.0

3.5

4.7

1.2

3.5

S x H M T U BUBT

6w4 bar

with 6w3 or

bar spliced

¬ 6w1 or 6w2

6w

2

¬

"21D=4

"21D=4

"21D=4 "2

1D=4 "21D=4

"21S + 2U + 2'-0

"4

3M + T + 11

"2

1U + 10

"2

110

"212'-1

"2

12'-1

"2

12'-1

"2

12'-1

1'-0" 2'-2"

1'-0"

2'-9

"

"411'-9 2'-2"

2'-2"1'-0"

2'-9

"

"411'-9 2'-2"

1'-1"

2'-3"

2'-3""21U + 10

T + 3'-11"

No.

14' x 13'


14' x 14'

Weight

Length

14' x 14'

WeightNo.

14' x 13'

Length WeightNo.

7.8

4.1

3.7

7.6

3.9

3.7

6.5

2.9

3.6

6.3

2.7

3.6

10'-6"

9'-9"

9'-0"

8'-3"

7'-6"

6'-9"

6'-0"

5'-3"

4'-6"

3'-9"

3'-0"

1'-3"

1'-2"

1'-2"

1'-2"

1'-2"

1'-2"

1'-2"

1'-2"

1'-2"

1'-2"

1'-2"

1'-1"

1'-0"

1'-0"

11"

10"

10"

10"

9"

9"

9"

9"

1'-2"

1'-1"

1'-1"

1'-1"

1'-1"

1'-1"

1'-1"

1'-1"

1'-1"

1'-1"

1'-1"

16

16

12

8

4

4'-3"

9'-2"

7'-8"

4'-4"

27'-9"

16

16

14

8

4

4'-3"

9'-2"

7'-8"

5'-4"

27'-9"

16

16

16

8

4

4'-3"

9'-2"

7'-8"

6'-4"

27'-9"

16

16

18

8

4

4'-3"

9'-2"

7'-8"

7'-4"

27'-9"

16

16

20

8

4

4'-3"

9'-2"

7'-10"

8'-4"

27'-11"

16

16

22

8

4

4'-3"

9'-2"

7'-10"

9'-4"

27'-11"

16

16

24

8

4

4'-3"

9'-2"

7'-10"

10'-4"

27'-11"

16

16

26

8

4

4'-3"

9'-2"

7'-11"

11'-4"

28'-1"

16

16

28

8

4

4'-3"

9'-2"

8'-1"

12'-4"

28'-3"

16

16

30

8

4

4'-3"

9'-2"

8'-1"

13'-4"

28'-3"

16

16

32

8

4

4'-3"

9'-2"

8'-2"

14'-4"

28'-7"

4'-3"

9'-1"

8'-2"

10'-0"

28'-7"

16

16

24

8

4

4'-3"

9'-1"

8'-1"

9'-3"

28'-3"

16

16

22

8

4

4'-3"

9'-1"

8'-1"

8'-6"

28'-3"

16

16

20

8

4

4'-3"

9'-1"

7'-11"

7'-9"

28'-1"

16

16

18

8

4

4'-3"

9'-1"

7'-10"

7'-0"

27'-11"

16

16

18

8

4

4'-3"

9'-1"

7'-10"

6'-3"

27'-11"

16

16

16

8

4

4'-3"

9'-1"

7'-10"

5'-6"

27'-11"

16

16

14

8

4

4'-3"

9'-1"

7'-8"

4'-9"

27'-9"

16

16

12

8

4

4'-3"

9'-1"

7'-8"

4'-0"

27'-9"

16

16

12

8

4

4'-3"

9'-1"

7'-8"

--

29'-4"

16

16

10

--

4

4'-3"

9'-1"

7'-8"

--

27'-10"

16

16

8

--

4

579

102

218

92

--

167

611

102

218

115

--

176

673

102

218

138

48

167

682

102

218

138

57

167

719

102

218

165

66

168

751

102

218

188

75

168

784

102

218

212

84

168

796

102

218

214

93

169

835

102

218

243

102

170

868

102

218

267

111

170

906

102

218

294

120

172

1059

102

220

393

172

172

1016

102

220

364

160

170

980

102

220

340

148

170

936

102

220

309

136

169

896

102

220

282

124

168

861

102

220

259

112

168

825

102

220

235

100

168

784

102

220

207

88

167

749

102

220

184

76

167

714

102

220

161

64

167

679

102

220

138

52

167

14' x 14'

14' x 13'

14' x 12'

14' x 11'

14' x 10'

14' x 9'

14' x 8'

14' x 7'

14' x 6'

14' x 5'

14' x 4'

1'-2"

1'-1"

1'-0"

11"

10"

9"

9"

9"

9"

9"

9"

Details

Flume Bell Joint


Barrel & Chute DimensionsBent Bar Details

D = pin diameter


6w1, 6w2

6y2 6y4 6z1

H = Culvert Height

S = Culvert Span

6y1, 6y3

FBJ 06-20

joint details.

See Sheet FBJ 07-20 for flume bell

Note:

Notes:

EN

GLIS

HSIG

NE

DFL

UM

ES.D

GN -

FBJ

06-2

0 -

THIS S

HE

ET IS

SU

ED 12-2

020.

14'-0" Span









Standard Design

Box Culverts


December, 2020

LA

TE

ST

RE

VISI

ON

DA

TE

AP

PR

OV

ED

BY

BRI

DG

E

EN

GI

NE

ER

Highway Division


BU

T

M

M + T

T

BT

At Joint

"2

13

Clr."

41

2

Clr."

21

3

" Clr.

213

"2

1"

21

Clr.

"41

2

Clr.

"2

13

" Clr.

213

"21

"2

1

T

1'-6

"

2'-6"

1'-3"

"414

5"5"

1'-1"

1'-6

"

T

2'-6"1'-3"

"4145"5"1'-1"

U1'-3"

U1'-3"

U -

BU

1'-3" +

U1'-3"

"4145"5"1'-1"

2'-6"1'-3"

1'-7"

BTT

1'-6"

2'-6"1'-3"

"4145"5"1'-1"

Spa.

@ 1'-0";

6y3

Min.

Lap

2'-5"

S + 2U + 2'-6"

3"

H + 6"

Spa.

@ 1'-0";

6y1

Min.

Lap

2'-5"

S + 2U + 2'-6"

4"

H + 6"

U + 9"Spa. @ 1'-0"; 6y4, 6z1U + 9" U + 9"Spa. @ 1'-0"; 6y2, 6z1U + 9"

1'-3"

1'-3"

1'-3"

1'-3"

USU1'-3" 1'-3"

1'-3" USU 1'-3"

6w4

6w2 or

6w2

6w1

6w3

6w1 or6y3

Joint Filler

" Preformed21

6z1

6y4

Joint Filler

" Preformed21

Joint Filler

" Preformed21

6y1

Joint Filler

" Preformed21

6z1

6y2

6y3

6w4

6w2 or

Flow Line

6z1

6y4

6w4

6y3

6w2

6y4

¡ Flume

6z1

6w3

6y1

¡ Flume

6w1

6y2 6z1

6w3

6w1 or

6y1

Line

Flow

6y2

6z1

A

A

B

B

Details

Flume Bell JointSection C-C



Section B-B Section A-A

D D

E

E

C

C

F

F

FBJ 07-20


Section D-D

EN

GLIS

HSIG

NE

DFL

UM

ES.D

GN -

FBJ

07-2

0 -

THIS S

HE

ET IS

SU

ED 12-2

020.

14'-0" Span

Standard Design

Box Culverts


December, 2020

LA

TE

ST

RE

VISI

ON

DA

TE

AP

PR

OV

ED

BY

BRI

DG

E

EN

GI

NE

ER

Highway Division


6z1

6y2

6y1

6w3

6w1

Junction Bell Joint


16' x 4'

Weight No. Length

16' x 5'

Weight No.

16' x 6'


16' x 7'

Total Weight (LB)

Concrete (CY)

Chute Bell Joint

LocationBar

Concrete (CY)

Total Weight (LB)

Shape No.

16' x 4'


16' x 5'

Weight No. Length

16' x 6'

Weight No. Length

16' x 7'

Weight No. Length

16' x 8'

Weight

Weight No. Length

16' x 8'

Weight No. Length

16' x 9'

Weight No. Length

16' x 10'

Weight No.

16' x 11'


16' x 12'

Weight

Length

16' x 12'

WeightNo.

16' x 11'


16' x 10'16' x 9'

WeightLengthNo.

Floor Vert.

Floor Vert.

Walls Horiz.

Walls Vert.

Walls & Floor

Floor Vert.

Floor Vert.

Walls Horiz.

Walls Vert.

Walls & Floor

6z1

6y4

6y3

6w4

6w2

Total

Walls

Footing

5.3

1.3

4.0

5.6

1.6

4.0

5.9

1.9

4.0

6.1

2.1

4.0

6.4

2.4

4.0

6.7

2.7

4.0

7.7

3.6

4.1

7.3

3.3

4.0

7.0

3.0

4.0

6.4

2.5

3.9

6.2

2.3

3.9

5.9

2.0

3.9

5.7

1.8

3.9

5.5

1.6

3.9

5.2

1.4

3.8

Total

Walls

Footing

4.6

0.8

3.8

4.8

1.0

3.8

5.0

1.2

3.8

S x H M T U BUBT

6w4 bar

with 6w3 or

bar spliced

¬ 6w1 or 6w2

6w

2

¬

"21D=4

"21D=4

"21D=4 "2

1D=4 "21D=4

"21S + 2U + 2'-0

"4

3M + T + 11

"2

1U + 10

"2

110

"212'-1

"2

12'-1

"2

12'-1

"2

12'-1

1'-0" 2'-2"

1'-0"

2'-9

"

"411'-9 2'-2"

2'-2"1'-0"

2'-9

"

"411'-9 2'-2"

1'-1"

2'-3"

2'-3""21U + 10

T + 3'-11"

No.

16' x 13'


16' x 14'

Weight

Length

16' x 14'

WeightNo.

16' x 13'

Length WeightNo.

8.2

4.1

4.1

8.0

3.9

4.1

6.9

2.9

4.0

6.6

2.7

3.9

10'-6"

9'-9"

9'-0"

8'-3"

7'-6"

6'-9"

6'-0"

5'-3"

4'-6"

3'-9"

3'-0"

1'-3"

1'-2"

1'-2"

1'-2"

1'-2"

1'-2"

1'-2"

1'-2"

1'-2"

1'-2"

1'-2"

1'-1"

1'-0"

1'-0"

11"

10"

10"

10"

9"

9"

9"

9"

1'-2"

1'-1"

1'-1"

1'-1"

1'-1"

1'-1"

1'-1"

1'-1"

1'-1"

1'-1"

1'-1"

18

18

12

8

4

4'-3"

9'-2"

7'-8"

4'-4"

29'-9"

18

18

14

8

4

4'-3"

9'-2"

7'-8"

5'-4"

29'-9"

18

18

16

8

4

4'-3"

9'-2"

7'-8"

6'-4"

29'-9"

18

18

18

8

4

4'-3"

9'-2"

7'-8"

7'-4"

29'-9"

18

18

20

8

4

4'-3"

9'-2"

7'-10"

8'-4"

29'-11"

18

18

22

8

4

4'-3"

9'-2"

7'-10"

9'-4"

29'-11"

18

18

24

8

4

4'-3"

9'-2"

7'-10"

10'-4"

29'-11"

18

18

26

8

4

4'-3"

9'-2"

7'-11"

11'-4"

30'-1"

18

18

28

8

4

4'-3"

9'-2"

8'-1"

12'-4"

30'-3"

18

18

30

8

4

4'-3"

9'-2"

8'-1"

13'-4"

30'-3"

18

18

32

8

4

4'-3"

9'-2"

8'-2"

14'-4"

30'-7"

1112

115

248

393

172

184

1069

115

248

364

160

182

1033

115

248

340

148

182

989

115

248

309

136

181

949

115

248

282

124

180

914

115

248

259

112

180

878

115

248

235

100

180

837

115

248

207

88

179

802

115

248

184

76

179

767

115

248

161

64

179

732

115

248

138

52

179

632

115

246

92

--

179

664

115

246

115

--

188

726

115

246

138

48

179

735

115

246

138

57

179

772

115

246

165

66

180

804

115

246

188

75

180

837

115

246

212

84

180

849

115

246

214

93

181

888

115

246

243

102

182

921

115

246

267

111

182

959

115

246

294

120

184

4'-3"

9'-1"

8'-2"

10'-0"

30'-7"

18

18

24

8

4

4'-3"

9'-1"

8'-1"

9'-3"

30'-3"

18

18

22

8

4

4'-3"

9'-1"

8'-1"

8'-6"

30'-3"

18

18

20

8

4

4'-3"

9'-1"

7'-11"

7'-9"

30'-1"

18

18

18

8

4

4'-3"

9'-1"

7'-10"

7'-0"

29'-11"

18

18

18

8

4

4'-3"

9'-1"

7'-10"

6'-3"

29'-11"

18

18

16

8

4

4'-3"

9'-1"

7'-10"

5'-6"

29'-11"

18

18

14

8

4

4'-3"

9'-1"

7'-8"

4'-9"

29'-9"

18

18

12

8

4

4'-3"

9'-1"

7'-8"

4'-0"

29'-9"

18

18

12

8

4

4'-3"

9'-1"

7'-8"

--

31'-4"

18

18

10

--

4

4'-3"

9'-1"

7'-8"

--

29'-10"

18

18

8

--

4

16' x 14'

16' x 13'

16' x 12'

16' x 11'

16' x 10'

16' x 9'

16' x 8'

16' x 7'

16' x 6'

16' x 5'

16' x 4'

1'-2"

1'-1"

1'-0"

11"

10"

9"

9"

9"

9"

9"

9"

Details

Flume Bell Joint


Barrel & Chute DimensionsBent Bar Details

D = pin diameter


6w1, 6w2

6y2 6y4 6z1

H = Culvert Height

S = Culvert Span

6y1, 6y3

FBJ 08-20

joint details.

See Sheet FBJ 09-20 for flume bell

Note:

Notes:

EN

GLIS

HSIG

NE

DFL

UM

ES.D

GN -

FBJ

08-2

0 -

THIS S

HE

ET IS

SU

ED 12-2

020.

16'-0" Span









Standard Design

Box Culverts


December, 2020

LA

TE

ST

RE

VISI

ON

DA

TE

AP

PR

OV

ED

BY

BRI

DG

E

EN

GI

NE

ER

Highway Division


BU

T

M

M + T

T

BT

At Joint

"2

13

Clr."

41

2

Clr."

21

3

" Clr.

213

"2

1"

21

Clr.

"41

2

Clr.

"2

13

" Clr.

213

"21

"2

1

T

1'-6

"

2'-6"

1'-3"

"414

5"5"

1'-1"

1'-6

"

T

2'-6"1'-3"

"4145"5"1'-1"

U1'-3"

U1'-3"

U -

BU

1'-3" +

U1'-3"

"4145"5"1'-1"

2'-6"1'-3"

1'-7"

BTT

1'-6"

2'-6"1'-3"

"4145"5"1'-1"

Spa.

@ 1'-0";

6y3

Min.

Lap

2'-5"

S + 2U + 2'-6"

3"

H + 6"

Spa.

@ 1'-0";

6y1

Min.

Lap

2'-5"

S + 2U + 2'-6"

4"

H + 6"

U + 9"Spa. @ 1'-0"; 6y4, 6z1U + 9"

U + 9"Spa. @ 1'-0"; 6y2, 6z1U + 9"

1'-3"

1'-3"

1'-3"

1'-3"

USU1'-3" 1'-3"

1'-3" USU 1'-3"

6w4

6w2 or

6w2

6w1

6w3

6w1 or6y3

Joint Filler

" Preformed21

6z1

6y4

Joint Filler

" Preformed21

Joint Filler

" Preformed21

6y1

Joint Filler

" Preformed21

6z1

6y2

6y3

6w4

6w2 or

Flow Line

6z1

6y4

6w4

6y3

6w2

6y4

¡ Flume

6z1

6w3

6y1

¡ Flume

6w1

6y2 6z1

6w3

6w1 or

6y1

Line

Flow

6y2

6z1

A

A

B

B

Details

Flume Bell Joint

Section C-C



Section B-B Section A-A

D D

E

E

C

C

F

F

FBJ 09-20Section F-FSection E-E

Section D-D

EN

GLIS

HSIG

NE

DFL

UM

ES.D

GN -

FBJ

09-2

0 -

THIS S

HE

ET IS

SU

ED 12-2

020.

16'-0" Span

Standard Design

Box Culverts


December, 2020

LA

TE

ST

RE

VISI

ON

DA

TE

AP

PR

OV

ED

BY

BRI

DG

E

EN

GI

NE

ER

Highway Division

FLUME NOTES: TABLE OF FLUME DIMENSIONS TABLE OF …"estimated project quantities". 1070 series will...

Documents

Transcript of FLUME NOTES: TABLE OF FLUME DIMENSIONS TABLE OF …"estimated project quantities". 1070 series will...