A A A A A A A A A A A A A A A · ESTIMATED QUANTITIES STANDARD DWG. NO. DRAWN BY: DATE DRAWN: A.D. R.T. R.T. SCALE: VERIFIED BY: 2 '' 1 '' 0 S H E E T 4 R E F E R E N C E T.J.D. CS-64

FILL

CURBS & TOEWALLS

0° SKEW

C.Y. CONC.

FillFill

C.Y. CONC.

Fill

Fill

o.o.

Fill

Bars B#5

LB. REINF. LB. REINF.

ESTIMATED QUANTITIES

PER. LIN. FT. BB'L.

0'-3' 4' - 8''

6' - 10''

CS-3-1 & Wing Std. For Required Wing.

Scale: ƒ'' = 1' - 0''

AA

AA

AAAA

AAAA

AAAA

AA

A A A A AAAA

A A A A A

A A A A A

A AA

A A

AA

A A A A

A A A A

A A A A

AA

AAAAA

AA

AA

AA

AA

Bars AA

Bars BB

Bars BB

Bars AA

Bars B

Bars A

Bars D

Bars A

Bars B

3 - Bars O#7

Bars D

Bars B

Bars A

Bars I#7Bars I#7

Bars E1#4

Bars E2#4 Bars E2#4

Bars E1#4

6''

6''

1'-11''

2'-6''

Bars O#7

Bars I#7

Scale: •'' = 1' - 0''

A A A

AA A

45° 45°

Scale: •'' = 1' - 0''

AAA A

AA

AA

AA

AA

AA

AA

A A

Fill

o.o.

0° SKEW

6' - 10''

3' - 10''

30° SKEW

4' - 7''

o.o.

45° SKEW

5' - 9''

o.o.

9' - 7''

60° SKEW

o.o. 15' - 4''

"a" "b" Bars A & B Bars D

Bars N1#4

o.o.

6''

3 - Bars I#7

Bars E#4

4'-0''

8'-5''

NOTE:

1. Digitized 03/03/03 - VTW

Bars A

Bars B

Bars E#4

Bars D

Bars F#6 @ 12" o.c.

Bars E2#4

A

A

A

A

A A

A

A

AA

AA

A

A

A A

A

A

A

A

A

A

A

A

AA

A

AA

A

"b"

3''

+ 2

"b" 6' - 0''

1'-6''

"b"

6'-0''

2'-9''

1'-0'' 1'-6''1'-0''

2'-9''

3''

"a"

"a"

"a"

4' - 0''

4' - 0'' + 2

6''

6''

2'' Cl. Typ.

Scale: ƒ'' = 1' - 0''

2'' Cl. Typ.

Bars E1

A

AA

A

Scale: •'' = 1' - 0''

Bars D

Bars B

Bars A

Scale: •'' = 1' - 0''

A A

A

A

A

A

A

A

A

A

See Wing Std.

See Wing Std.

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A A

AAAA

2' - 7''

o.o.Bars B#5

Bars B#4

Bars B#5

Bars B#5

Bars B#6

Bars B#6

Bars B#7

Bars B#7

Bars B#7

Bars B#7

Bars B#8

Bars B#8

6' - 10''

6' - 10''

6' - 10''

6' - 11''

7' - 0''

7' - 1''

7' - 2''

7' - 3''

7' - 4''

7' - 5''

7' - 6''

7' - 7''

Fill

A A

A A

7' - 11''

7' - 11''

9' - 8''

9' - 8'' 11' - 4''

13' - 8''

8' - 10''

13' - 8''

10''

6''

1'-11''

8'-5''

4'-0''

2'-6''

8'' 8''

10''

6''

Bars I#7

Fill

ON SKEW

LONGITUDINAL SECTION

NO SKEW

ELEVATION - NO SKEW ELEVATION - ON SKEW

PLAN - NO SKEW PLAN - ON SKEW

TYPICAL CROSS SECTION

C.Y. CONC. LB. REINF. C.Y. CONC. LB. REINF. C.Y. CONC. LB. REINF.

30° SKEW 45° SKEW 60° SKEW

Bars M1#4 - 2 Req'd

Bars I#7 - 4 Req'd

Bars I#7 - 10 Req'd

Bars M1#4 - 2 Req'd

Bars O#7 - 6 Req'd.

Bars I#7 - 10 Req'd

Bars M1#4 - 2 Req'd

Bars O#7 - 6 Req'd.

Bars I#7 - 10 Req'd

Bars M1#4 - 2 Req'd

Bars O#7 - 6 Req'd.

o.o.

o.o.

o.o.

o.o.

o.o.

o.o.

o.o.

o.o.

o.o.

o.o.

o.o.

Z:\Sta

ndards\C

ulvert\uscust\sta

ndard\1

b0604.d

gn

Plotted:

21-F

EB-2

018 1

1:1

9

REVISIONS

COMPUTED BY:

DATE CHECKED:

DESIGNED BY:CHECKED BY:

ALABAMA DEPARTMENT OF TRANSPORTATION

BRIDGE ENGINEER

ASSISTANT BRIDGE ENGINEER

DESIGN SECTION SUPERVISOR

STANDARD

STANDARD DWG. NO.ESTIMATED QUANTITIES

DRAWN BY:

DATE DRAWN:

A.D.

R.T.

R.T.

SCALE:

VERIFIED BY:

2''

1''

0

SH

EE

T

RE

FE

RE

NC

E

CS-64T.J.D.

As Shown

REINFORCED CONCRETE

BOX CULVERT

OPENING SINGLE 6'x4'

FILL 0' - 72' ANY SKEW

A

AA

A

A

A

Bar M1#4

Bar M1#4

10-2-84

Strip

ped.

To 6'' R

adius By Rubbin

g

After For

m

Has Been

On Inta

ke End

Of Culvert

Curb Section. Finis

h

Use 4'' x 4''

Cha

mfer For

m

Strip For 6''

Radius

(See Std. Dwg. No. CS-3-1)Bars Type AA and BB

Be Cut To Fit Skew And Hooked.

All Slab Reinforcing Bars Shall

(0'-3' Fill Only)

Bars N1#4 @ 15''o.c.

1.01

0.94

0.90

0.85

0.81

0.77

0.70

0.66

0.60

0.59

0.59

0.59

0.59

215

200

190

176

174

163

162

150

140

114

92

111

114

66' - 72'

60' - 66'

54' - 60'

48' - 54'

42' - 48'

36' - 42'

30' - 36'

24' - 30'

18' - 24'

12' - 18'

6' - 12'

3' - 6'

0' - 3'

0.97

0.97

0.97

1.12

1.12

1.12

306

306

306

1.38

1.38

1.38

82

82

82

365

365

365

2.00

2.00

2.00

500

500

500

66' - 72'

60' - 66'

54' - 60'

48' - 54'

42' - 48'

36' - 42'

30' - 36'

24' - 30'

18' - 24'

12' - 18'

6' - 12'

3' - 6'

0' - 3'

14•''

13•''

13''

12•''

12''

11•''

10•''

10''

9''

9''

9''

9''

9''

11•''

11''

10•''

10''

9•''

9''

8•''

8''

7•''

7''

7''

7''

7''

# 8 @ 13'' o.c.

# 8 @ 14'' o.c.

# 7 @ 11'' o.c.

# 7 @ 12'' o.c.

# 7 @ 12'' o.c.

# 7 @ 13'' o.c.

# 6 @ 11'' o.c.

# 6 @ 12'' o.c.

# 5 @ 9'' o.c.

# 5 @ 12'' o.c.

# 4 @ 11'' o.c.

# 5 @ 10'' o.c.

# 5 @ 10'' o.c.

# 7 @ 6•'' o.c.

# 7 @ 7'' o.c.

# 6 @ 5•'' o.c.

# 6 @ 6'' o.c.

# 6 @ 6'' o.c.

# 6 @ 6•'' o.c.

# 6 @ 5•'' o.c.

# 6 @ 6'' o.c.

# 5 @ 4•'' o.c.

# 5 @ 6'' o.c.

# 4 @ 5•'' o.c.

# 4 @ 5'' o.c.

# 4 @ 5'' o.c.

66' - 72'

60' - 66'

54' - 60'

48' - 54'

42' - 48'

36' - 42'

30' - 36'

24' - 30'

18' - 24'

12' - 18'

6' - 12'

3' - 6'

0' - 3'

1' - 4''

1' - 4''

1' - 4''

1' - 4''

1' - 4''

1' - 4''

1' - 4''

1' - 4''

1' - 4''

1' - 4''

1' - 4''

1' - 4''

1' - 4''

1' - 0''

1' - 0''

1' - 0''

1' - 0''

1' - 0''

1' - 0''

1' - 0''

1' - 0''

1' - 0''

1' - 0''

1' - 0''

1' - 0''

1' - 0''

2' - 11''

2' - 10''

2' - 9''

2' - 8''

2' - 7''

2' - 6''

2' - 5''

2' - 4''

2' - 3''

2' - 2''

2' - 2''

2' - 2''

2' - 2''

1' - 0''

1' - 0''

1' - 0''

1' - 0''

1' - 0''

1' - 0''

1' - 0''

1' - 0''

1' - 0''

1' - 0''

1' - 0''

1' - 0''

1' - 0''

1' - 4''

1' - 4''

1' - 4''

1' - 4''

1' - 4''

1' - 4''

1' - 4''

1' - 4''

1' - 4''

1' - 4''

1' - 4''

1' - 4''

1' - 4''

10' - 1''

9' - 10•''

9' - 7''

9' - 5•''

9' - 4''

9' - 2•''

8' - 8•''

8' - 7''

8' - 3''

8' - 2''

8' - 0''

8' - 2''

8' - 2''

66' - 72'

60' - 66'

54' - 60'

48' - 54'

42' - 48'

36' - 42'

30' - 36'

24' - 30'

18' - 24'

12' - 18'

6' - 12'

3' - 6'

0' - 3'

0' - 3'

3' - 6'

6' - 12'

12' - 18'

18' - 24'

24' - 30'

30' - 36'

36' - 42'

42' - 48'

48' - 54'

54' - 60'

60' - 66'

66' - 72'

1' - 1''1'

- 1''1'

- 1''1'

- 1''1'

- 1''

1' - 1•''

1' - 1ƒ''

1' - 2‚''

1' - 2•''

1' - 2ƒ''

1' - 3''

1' - 3‚''

1' - 4''

66' - 72'

60' - 66'

54' - 60'

48' - 54'

42' - 48'

36' - 42'

30' - 36'

24' - 30'

18' - 24'

12' - 18'

6' - 12'

3' - 6'

0' - 3'

Bars D#7

Bars D#7

Bars D#6

Bars D#6

Bars D#6

Bars D#6

Bars D#6

Bars D#6

Bars D#5

Bars D#5

Bars D#4

Bars D#4

Bars D#4

6' - 1''

5' - 11''

5' - 10''

5' - 9''

5' - 8''

5' - 7''

5' - 5''

5' - 4''

5' - 2''

5' - 2''

5' - 2''

5' - 2''

5' - 2''

11' - 3''

11' - 1''

11' - 0''

10' - 11''

10' - 10''

10' - 9''

10' - 7''

10' - 6''

10' - 4''

10' - 4''

10' - 4''

10' - 4''

10' - 4''

66' - 72'

60' - 66'

54' - 60'

48' - 54'

42' - 48'

36' - 42'

30' - 36'

24' - 30'

18' - 24'

12' - 18'

6' - 12'

3' - 6'

0' - 3'

66' - 72'

60' - 66'

54' - 60'

48' - 54'

42' - 48'

36' - 42'

30' - 36'

24' - 30'

18' - 24'

12' - 18'

6' - 12'

3' - 6'

0' - 3'

Bars F#6

Bars F#6

Bars F#6

Bars F#6

Bars F#6

Bars F#6

Bars F#6

Bars F#6

Bars F#6

Bars F#6

Bars F#6

Bars F#6

Bars F#6

6' - 1''

5' - 11''

5' - 10''

5' - 9''

5' - 8''

5' - 7''

5' - 5''

5' - 4''

5' - 2''

5' - 2''

5' - 2''

5' - 2''

5' - 2''

10•''

9•''

9''

8•''

8''

7•''

6•''

6''

5''

5''

5''

5''

5''

Bars A#8

Bars A#8

Bars A#7

Bars A#7

Bars A#7

Bars A#7

Bars A#6

Bars A#6

Bars A#5

Bars A#5

Bars A#4

Bars A#5

Bars A#5

(0'-3' Fill Only)

Bars E#4

Length

Total

Length

Total

Length

Total

Length

Total

Length

Total

PROJECT NUMBER

REFERENCE

YEAR

FISCAL

NUMBER

SHEET

OF THE LAW.

MAY BE PROSECUTED TO THE FULLEST EXTENT

MAKING UNAUTHORIZED USE OF THESE DRAWINGS

AUTHORIZED TO APPROVE SUCH USE. ANYONE

MENT OF TRANSPORTATION REPRESENTATIVE

WRITTEN CONSENT OF THE ALABAMA DEPART-

ANY ORGANIZATION, WITHOUT THE EXPRESSED

REPRODUCED, ALTERED, OR USED BY ANYONE, OR

TRANSPORTATION; AND ARE NOT TO BE COPIED,

FOR USE BY THE ALABAMA DEPARTMENT OF

THESE DRAWINGS REPRESENT DESIGNS PREPARED

Bar M1#4

Bar M1#4

OF THE FOLLOWING STANDARDS

THIS STANDARD TO BE USED WITH ANY

CURBS & TOEWALLS

0° SKEW

C.Y. CONC

Fill

.

Fill

C.Y. CONC.

Fill

Fill

Fill

LB. REINF. LB. REINF.


PER. LIN. FT. BB'L.

0'-3' 5' - 0''


AA

AA

AAAA

AAAA

AAAA

AA

A A A A AAAA

A A A A A

A A A A A

A AA

A A

AA

A A A A

A A A A

A A A A

AA

AAAAA

AA

AA

AA

AA

Bars AA

Bars BB

Bars BB

Bars AA

Bars B

Bars A

Bars D

Bars A

Bars B

Bars E1#4

Strip

ped.

To 6'' R

adius By Rubbin

g

After For

m

Has Been

On Inta

ke End

Of Culvert

Curb Section. Finis

h

Use 4'' x 4''

Cha

mfer For

m

Strip For 6''

Radius

3 - Bars O#7

Bars D

Bars B

Bars A

Bars I#7Bars I#7

Bars E1#4

Bars E2#4 Bars E2#4

Bars E1#4

6''

6''

1'-11''

2'-6''

Bars O#7

Bars I#7

A A A

AA A

45° 45°

(See Std. Dwg. No. CS-3-1)Bars Type AA and BB

AAA A

AA

AA

AA

AA

AA

AA

A A

Fill

o.o.

0° SKEW

6' - 10''

30° SKEW

4' - 3''

o.o.

45° SKEW

5' - 6''

o.o.

60° SKEW

o.o. 15' - 4''


Bars N1#4

o.o.

6''

3 - Bars I#7

Bars E#4

5'-0''

9'-5''


All Slab Reinforcing Bars ShallNOTE:

Bars A

Bars B

Bars E#4

Bars D

Bars F#4 @ 12" o.c.

Bars E2#4

A

A

A

A

A A

A

A

AA

AA

A

A

A A

A

A

A

A

A

A

A

A

AA

A

AA

A

"b"

3''

+ 2

"b" 6' - 0''

1'-4''

"b"

6'-0''

2'-7''

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

2'-7''

3''

(0'-3' Fill Only)

Bars N1#4 @ 15''o.c."a"

"a"

"a"

6''

6''

2'' Cl. Typ.

2'' Cl. Typ.

A

AA

A

Bars D

Bars B

Bars A

A A

A

A

A

A

A

A

A

A

See Wing Std.

See Wing Std.

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A A

AAAA

1.01

0.96

0.94

0.89

0.86

0.82

0.76

0.71

0.65

0.63

0.58

0.58

0.63

66' - 72'

60' - 66'

54' - 60'

48' - 54'

42' - 48'

36' - 42'

30' - 36'

24' - 30'

18' - 24'

12' - 18'

6' - 12'

3' - 6'

0' - 3'

1.00

1.00

0.95

1.17

1.17

1.10

304

304

304

1.43

1.43

1.35

81

81

81

364

364

364

2.11

2.11

2.00

499

499

499

66' - 72'

60' - 66'

54' - 60'

48' - 54'

42' - 48'

36' - 42'

30' - 36'

24' - 30'

18' - 24'

12' - 18'

6' - 12'

3' - 6'

0' - 3'

# 8 @ 11'' o.c.

# 8 @ 12'' o.c.

# 8 @ 12'' o.c.

# 7 @ 10'' o.c.

# 6 @ 8'' o.c.

# 6 @ 9'' o.c.

# 6 @ 9'' o.c.

# 6 @ 10'' o.c.

# 5 @ 8'' o.c.

# 5 @ 10'' o.c.

# 4 @ 9'' o.c.

# 4 @ 13'' o.c.

# 5 @ 10'' o.c.

66' - 72'

60' - 66'

54' - 60'

48' - 54'

42' - 48'

36' - 42'

30' - 36'

24' - 30'

18' - 24'

12' - 18'

6' - 12'

3' - 6'

0' - 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' - 0''

1' - 0''

1' - 0''

1' - 0''

1' - 0''

1' - 0''

1' - 0''

1' - 0''

1' - 0''

1' - 0''

1' - 0''

1' - 0''

1' - 0''

1' - 0''

1' - 0''

1' - 0''

1' - 0''

1' - 0''

1' - 0''

1' - 0''

1' - 0''

1' - 0''

1' - 0''

1' - 0''

1' - 0''

1' - 0''

66' - 72'

60' - 66'

54' - 60'

48' - 54'

42' - 48'

36' - 42'

30' - 36'

24' - 30'

18' - 24'

12' - 18'

6' - 12'

3' - 6'

0' - 3'

0' - 3'

3' - 6'

6' - 12'

12' - 18'

18' - 24'

24' - 30'

30' - 36'

36' - 42'

42' - 48'

48' - 54'

54' - 60'

60' - 66'

66' - 72'

66' - 72'

60' - 66'

54' - 60'

48' - 54'

42' - 48'

36' - 42'

30' - 36'

24' - 30'

18' - 24'

12' - 18'

6' - 12'

3' - 6'

0' - 3'

Bars D#7

Bars D#7

Bars D#7

Bars D#6

Bars D#5

Bars D#5

Bars D#5

Bars D#5

Bars D#4

Bars D#4

Bars D#4

Bars D#4

Bars D#4

2' - 5''

11' - 11''

11' - 10''

11' - 9''

11' - 8''

11' - 7''

11' - 5''

11' - 3''

11' - 2''

11' - 0''

11' - 0''

10' - 10''

10' - 10''

11' - 0''

Fill

A A

A A

7' - 10•''

7' - 10•''

9' - 8''

9' - 8'' 11' - 4''

13' - 8''

13' - 8''

Bars A#8

Bars A#8

Bars A#8

Bars A#7

Bars A#6

Bars A#6

Bars A#6

Bars A#6

Bars A#5

Bars A#5

Bars A#4

Bars A#4

Bars A#5

10''

6''

1'-11''

9'-5''

5'-0''

2'-6''

8'' 8''

10''

6''

Bars I#7

(0'-3' Fill Only)

Bars E#4

66' - 72'

54' - 66'

48' - 54'

42' - 48'

36' - 42'

30' - 36'

24' - 30'

18' - 24'

12' - 18'

3' - 12'

0' - 3'

Bars B#8

Bars B#8

Bars B#7

Bars B#6

Bars B#6

Bars B#6

Bars B#6

Bars B#5

Bars B#5

Bars B#4

Bars B#5

7' - 4''

7' - 3''

7' - 2''

7' - 2''

7' - 2''

7' - 1''

7' - 0''

6' - 11''

6' - 10''

6' - 10''

6' - 10''

7' - 1''

7' - 0''

6' - 11''

6' - 10''

6' - 9''

6' - 7''

6' - 5''

6' - 4''

6' - 2''

6' - 2''

6' - 0''

6' - 0''

6' - 2''

66' - 72'

60' - 66'

54' - 60'

48' - 54'

42' - 48'

36' - 42'

30' - 36'

24' - 30'

18' - 24'

12' - 18'

6' - 12'

3' - 6'

0' - 3'

Bars F#4

Bars F#4

Bars F#4

Bars F#4

Bars F#4

Bars F#4

Bars F#4

Bars F#4

Bars F#4

Bars F#4

Bars F#4

Bars F#4

Bars F#4

3' - 7''

9' - 6•''Bars O#7 - 6 Req'd.

8' - 6''

7' - 1''

7' - 0''

6' - 11''

6' - 10''

6' - 9''

6' - 7''

6' - 5''

6' - 4''

6' - 2''

6' - 2''

6' - 0''

6' - 0''

6' - 2''

242

222

221

201

182

164

160

146

125

106

99

79

109

14•''

14''

13•''

13''

12•''

11•''

10•''

10''

9''

9''

8''

8''

9''

10''

9•''

9•''

9''

9''

9''

8•''

8''

7•''

7''

7''

7''

7''

# 7 @ 5•'' o.c.

# 7 @ 6'' o.c.

# 7 @ 6'' o.c.

# 6 @ 5'' o.c.

# 5 @ 4'' o.c.

# 5 @ 4•'' o.c.

# 5 @ 4•'' o.c.

# 5 @ 5'' o.c.

# 4 @ 4'' o.c.

# 4 @ 5'' o.c.

# 4 @ 4•'' o.c.

# 4 @ 6•'' o.c.

# 4 @ 5'' o.c.

3' - 0''

2' - 11''

2' - 11''

2' - 10''

2' - 10''

2' - 10''

2' - 9''

2' - 8''

2' - 7''

2' - 6''

2' - 6''

2' - 6''

2' - 6''

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''

9' - 10''

9' - 8''

9' - 7•''

9' - 4''

8' - 11•''

8' - 10•''

8' - 8•''

8' - 7''

8' - 3''

8' - 2''

7' - 11•''

7' - 11•''

8' - 2''

1' - 1''

1' - 0ƒ''

1' - 0ƒ''

1' - 1''1'

- 1''

1' - 1•''

1' - 1ƒ''

1' - 2‚''

1' - 2ƒ''

1' - 3''

1' - 3‚''

1' - 3•''

1' - 4''

10•''

10''

9•''

9''

8•''

7•''

6•''

6''

5''

5''

4''

4''

5''

Bars O#7 - 6 Req'd.

Bars O#7 - 6 Req'd.

Bars M1#4 - 2 Req'd

Bars M1#4 - 2 Req'd

Bars M1#4 - 2 Req'd

5'-0'' + 2

5'-0''

Bars E1#4

Fill 0' - 72'

Fill

C.Y. CONC. LB. REINF. C.Y. CONC. LB. REINF. C.Y. CONC. LB. REINF.

30° SKEW 45° SKEW 60° SKEW

Length

Total

Length

Total

Length

Total

Length

Total

LengthTotal

o.o.

o.o.

o.o.

o.o.

o.o.

o.o.

o.o.

o.o.

o.o.

o.o.

o.o.

o.o.

o.o.

Z:\Sta

ndards\C

ulvert\uscust\sta

ndard\1

b0605.d

gn

Plotted:

21-F

EB-2

018 1

1:2

2

PROJECT NUMBER

REFERENCE

YEAR

FISCAL

NUMBER

SHEET

REVISIONS

COMPUTED BY:

DATE CHECKED:



BRIDGE ENGINEER



OF THE LAW.











STANDARD


DRAWN BY:

DATE DRAWN:

G.J.

F.W.

SCALE:

VERIFIED BY:

2''

1''

0

SH

EE

T

RE

FE

RE

NC

E

CS-65

Bars I#7 - 10 Req'd

Bars I#7 - 10 Req'd

Bars M1#4 - 2 Req'd

Bars I#7 - 10 Req'd

Bars I#7 - 4 Req'd

As Shown

Johnson

06/26/80

o.o.


PLAN - ON SKEWPLAN - NO SKEW


ON SKEWLONGITUDINAL SECTION

NO SKEW


3. Fill Height Reduced 08/11/00 - M.G.M.

2. -Reinf. 11/03/80 - F.W.

1. -Reinf. 08/26/80 - G.J.

AA

AA

A

A

A

A

Scale: •'' = 1' - 0''

Scale: ƒ'' = 1' - 0''

Scale: •'' = 1' - 0''

Scale: •'' = 1' - 0'' Scale: •'' = 1' - 0''

Scale: ƒ'' = 1' - 0''

FILL 0' - 72' ANY SKEWOPENING SINGLE 6' x 5'

BOX CULVERTREINFORCED CONCRETE

F.W.

F.W.

Bar M1#4 Bar M1#4

Bar M1#4 Bar M1#4



FILL

CURBS & TOEWALLS

0° SKEW

C.Y. CONC.

FillFill

C.Y. CONC.C.Y. CONC.C.Y. CONC.C.Y. CONC.

Fill

Fill

Fill

LB. REINF. LB. REINF. LB. REINF. LB. REINF. LB. REINF.


PER. LIN. FT. BB'L.

5' - 9''

AA

AA

AAAA

AAAA

AAAA

AA

A A A A AAAA

A A A A A

A A A A A

A AA

A A

AA

A A A A

A A A A

A A A A

AA

AAAAA

AA

AA

AA

AA

Bars AA

Bars BB

Bars BB

Bars AA

Bars B

Bars A

Bars D

Bars A

Bars B

Bars E1#43 - Bars O#7

Fill

o.o.

0° SKEW

30° SKEW


Bars N1#4

o.o.

3 - Bars I#7

Bars E#4


"a"

"a"

"b"

3''

"a" 6''

6''

"b"

Bars A

Bars B

2'' Cl. Typ.

2'' Cl. Typ.

Bars D

8'- 0''

2'-0'' 3''

"b"

2'-0''

Scale: •'' = 1' - 0''

(0'-3' Fill Only)Bars N1#4 @ 16''o.c.

A

A A

A

A

A

A A

AA

AA A

A

4'-0'' + 2

4'-0''

Bars E1#4

Bars E2#4

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

A

A A A A

A

Bars E#4

6''

1'-11''

8'-5''

4'-0''

2'-6''

10''

6''

8''

10''

0' - 3'

Fill

1.35

1.29

1.29

1.56

1.49

1.49

404

392

392

1.92

1.84

1.84

486

471

471

2.76

2.65

2.65

668

647

647

3' - 1''

Z:\Sta

ndards\C

ulvert\uscust\sta

ndard\1

b0804.d

gn

Plotted:

22-F

EB-2

018 0

9:2

9

PROJECT NUMBER

REFERENCE

YEAR

FISCAL

NUMBER

SHEET

REVISIONS

COMPUTED BY:

DATE CHECKED:



BRIDGE ENGINEER



OF THE LAW.











STANDARD


DRAWN BY:

DATE DRAWN: SCALE:

VERIFIED BY:

2''

1''

0

SH

EE

T

RE

FE

RE

NC

E

CS-84


As Shown



Bars B

Bars A

Scale: •'' = 1' - 0''

AA A

AA

AA

AA

AA

AA

AA

AA A A

Bars I#7

Bars E1#4

Bars E2#4

6''

1'-11''

2'-6''

Scale: •'' = 1' - 0''

4'-0''

AA

Scale: •'' = 1' - 0''

Bars I#7

Bars E2#4

Bars E1#4

6''

Bars O#7

Bars I#7

AA

Scale: •'' = 1' - 0''

6''

AAAA

AAAA

8'-5''

(See Std. Dwg. No. CS-3-1)

Bars Type AA and BB

45° 45°

60° SKEW45° SKEW30° SKEW

Bars I#7

Length

Total

Length

Total

Length

TotalLength

Total



ON SKEW NO SKEW

Fill


PLAN - NO SKEW

3'-3''

8'-0'' + 2

3'-3''

A A A

A

A

A

A

A

A A A A A A

A

Bars F

(0'-3' Fill Only)

Bars E#4

Bars D

48' - 54'

42' - 48'

36' - 42'

30' - 36'

24' - 30'

18' - 24'

12' - 18'

6' - 12'

3' - 6'

0' - 3'

1' - 0''

1' - 0''

1' - 0''

1' - 0''

1' - 0''

1' - 0''

1' - 0''

1' - 0''

1' - 0''

1' - 0''

Bars A#8

Bars A#8

Bars A#7

Bars A#7

Bars A#6

Bars A#6

Bars A#5

Bars A#4

Bars A#5

Bars A#5

4' - 1''

4' - 0''

3' - 11''

3' - 10''

3' - 9''

3' - 8''

3' - 7''

3' - 7''

3' - 3''

3' - 3''

1' - 0''

1' - 0''

1' - 0''

1' - 0''

1' - 0''

1' - 0''

1' - 0''

1' - 0''

1' - 0''

1' - 0''

1' - 10''

1' - 10''

1' - 10''

1' - 10''

1' - 10''

1' - 10''

1' - 10''

1' - 10''

1' - 10''

1' - 10''

12' - 3•''

12' - 2''

11' - 9•''

11' - 7•''

11' - 1•''

10' - 11•''

10' - 7''

10' - 5''

10' - 3''

10' - 3''

11''

10•''

9•''

8•''

7•''

6•''

5''

5''

5''

5''

48' - 54'

42' - 48'

36' - 42'

30' - 36'

24' - 30'

18' - 24'

12' - 18'

6' - 12'

3' - 6'

0' - 3'

0' - 3'

3' - 6'

6' - 12'

12' - 18'

18' - 24'

24' - 30'

30' - 36'

36' - 42'

42' - 48'

48' - 54'

1' - 1''1'

- 1''1'

- 1''1'

- 1''

1' - 1ƒ''

1' - 2‚''

1' - 2ƒ''

1' - 3‚''

1' - 4''

1' - 4‚''

48' - 54'

42' - 48'

36' - 42'

30' - 36'

24' - 30'

18' - 24'

12' - 18'

6' - 12'

3' - 6'

0' - 3'

48' - 54'

42' - 48'

36' - 42'

30' - 36'

24' - 30'

18' - 24'

12' - 18'

6' - 12'

3' - 6'

0' - 3'

Bars B#8

Bars B#8

Bars B#7

Bars B#7

Bars B#6

Bars B#6

Bars B#5

Bars B#4

Bars B#5

Bars B#5

9' - 9''

9' - 8''

9' - 7''

9' - 6''

9' - 5''

9' - 4''

9' - 3''

9' - 3''

8' - 11''

8' - 11''

6' - 2''

6' - 1''

5' - 11''

5' - 9''

5' - 7''

5' - 5''

5' - 2''

5' - 2''

5' - 2''

5' - 2''

Bars F#6

Bars F#6

Bars F#6

Bars F#6

Bars F#6

Bars F#6

Bars F#5

Bars F#4

Bars F#4

Bars F#4

48' - 54'

42' - 48'

36' - 42'

30' - 36'

24' - 30'

18' - 24'

12' - 18'

6' - 12'

3' - 6'

0' - 3'

15''

14•''

13•''

12•''

11•''

10•''

9''

9''

9''

9''

12•''

12''

11•''

11''

10•''

10''

9•''

9•''

7•''

7•''

Bars F

# 8 @ 11'' o.c.

# 8 @ 12'' o.c.

# 7 @ 10'' o.c.

# 7 @ 11'' o.c.

# 6 @ 9'' o.c.

# 6 @ 11'' o.c.

# 5 @ 8'' o.c.

# 4 @ 8'' o.c.

# 5 @ 13'' o.c.

# 5 @ 8'' o.c.

# 7 @ 5•'' o.c.

# 7 @ 6'' o.c.

# 7 @ 5'' o.c.

# 7 @ 5•'' o.c.

# 6 @ 4•'' o.c.

# 6 @ 5•'' o.c.

# 5 @ 4'' o.c.

# 4 @ 4'' o.c.

# 5 @ 6•'' o.c.

# 4 @ 4'' o.c.

# 6 @ 6'' o.c.

# 6 @ 6'' o.c.

# 6 @ 6'' o.c.

# 6 @ 6'' o.c.

# 6 @ 6'' o.c.

# 6 @ 6'' o.c.

# 5 @ 6'' o.c.

# 4 @ 6'' o.c.

# 4 @ 12'' o.c.

# 4 @ 12'' o.c.

48' - 54'

42' - 48'

36' - 42'

30' - 36'

24' - 30'

18' - 24'

12' - 18'

6' - 12'

3' - 6'

0' - 3'

1.25

1.20

1.12

1.04

.96

.88

.78

.78

.71

.71

305

283

290

265

240

205

184

129

117

146

109

106

106

48' - 54'

42' - 48'

36' - 42'

30' - 36'

24' - 30'

18' - 24'

12' - 18'

6' - 12'

3' - 6'

0' - 3'

Bars D#7

Bars D#7

Bars D#7

Bars D#7

Bars D#6

Bars D#6

Bars D#5

Bars D#4

Bars D#5

Bars D#4

6' - 2''

6' - 1''

5' - 11''

5' - 9''

5' - 7''

5' - 5''

5' - 2''

5' - 2''

5' - 2''

5' - 2''

o.o.

o.o.

o.o.

o.o.

o.o.

o.o.

o.o.

o.o.

o.o.

o.o.

12' - 4''

12' - 3''

12' - 1''

11' - 11''

11' - 9''

11' - 7''

11' - 4''

11' - 4''

11' - 4''

11' - 4''

Fill

0' - 12'

6' - 12'

0' - 6'

0' - 12'

6' - 12'

0' - 6'

o.o.

o.o.

6' - 12'

0' - 6'

12' - 4''

11' - 11•''

60° SKEW

0' - 12'

6' - 12'

0' - 6'

Fill

Fill

Fill

13' -0''

18' - 6''

17' - 10''

Bars M1#4 - 2 Req'd

Bars I#7 - 10 Req'd

Bars I#7 - 10 Req'd

o.o.

o.o.

6' - 12'

0' - 6'

Bars O#7 - 6 Req'd

Bars O#7 - 6 Req'd

18' - 6''

17' - 10''

20' - 2''

19' - 6''

Bars M1#4 - 2 Req'd

Bars I#7 - 10 Req'd

Bars I#7 - 10 Req'd

7' - 0''

10' - 8''

10' - 3•''

5' - 11''

9' - 3''

8' -11''

10' - 8''

10' - 3•''

Bars O#7 - 6 Req'd

Bars O#7 - 6 Req'd

Bars M1#4 - 2 Req'd

Bars I#7 - 4 Req'd

Bars I#7 - 4 Req'd

Length

Total

45° SKEW

0' - 12'

6' - 12'

0' - 6'

Fill

8' -9''

13' - 1''

12' - 7•''

Bars M1#4 - 2 Req'd

Bars I#7 - 10 Req'd

Bars I#7 - 10 Req'd

o.o.

o.o.

6' - 12'

0' - 6'

Bars O#7 - 6 Req'd

Bars O#7 - 6 Req'd

13' - 1''

12' - 7•''

14' - 9''

14' - 3•''

Fill

Fill

Scale: •'' = 1' - 0''

Radius By Rubbin

g

After For

m

Has Been Strip

ped.

Inta

ke End

Of Culvert

Curb Section. Finis

h To 6''

Use 4'' x 4''

Cha

mfer For

m

Strip For 6''

Radius

On

8''

Bars D

Bars A

Bars B

See Wing Std.

See Wing Std.

PLAN - ON SKEW

A A A A A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A A A A

A A A A

A A

A A

A A

A A

0'-54'

Bars I#7Fill

1' - 10''

1' - 10''

1' - 10''

1' - 10''

1' - 10''

1' - 10''

1' - 10''

1' - 10''

1' - 10''

1' - 10''

AA

AA

A

A

A

REINFORCED CONCRETE

BOX CULVERT



Bar M1#4Bar M1#4

Bar M1#4Bar M1#4

10/04/96

P.B.C.

R. Todd



FILL

CURBS & TOEWALLS

0° SKEW

C.Y. CONC.

Fill

Fill

C.Y. CONC.C.Y. CONC.C.Y. CONC.C.Y. CONC.

Fill

Fill

Fill

LB. REINF. LB. REINF. LB. REINF. LB. REINF. LB. REINF.


PER. LIN. FT. BB'L.

5' - 6''

AA

AA

AAAA

AAAA

AAAA

AA

A A A A AAAA

A A A A A

A A A A A

A AA

A A

AA

A A A A

A A A A

A A A A

AA

AAAAA

AA

AA

AA

AA

Bars AA

Bars BB

Bars BB

Bars AA

Bars M1#4

Bars B

Bars A

Bars D

Bars A

Bars B

3 - Bars O#7

Fill

o.o.

0° SKEW

30° SKEW


Bars N1#4

o.o.

3 - Bars I#7

Bars E#4

"a"

"a"

"b"

3''

"a"

6''

6''

"b"

Bars A

Bars B

2'' Cl. Typ.

2'' Cl. Typ.

Bars D

8'- 0''

3''

"b"

Scale: •'' = 1' - 0''

(0'-3' Fill Only)Bars N1#4 @ 16''o.c.

A

A A

A

AA

AA

5'-0'' + 2

5'-0''

Bars E1#4

Bars E2#4

1'-3''

A

Bars E#4

6''

1'-11''

9'-5''

5'-0''

2'-6''

10''

6''

8''

10''

0' - 3'

Fill

1.26

1.34

1.26

1.47

1.56

1.47

387

387

387

1.80

1.91

1.80

466

466

466

2.63

2.78

2.63

640

640

640

3' - 2''

Z:\Sta

ndards\C

ulvert\uscust\sta

ndard\1

b0805.d

gn

Plotted:

22-F

EB-2

018 0

9:2

3

PROJECT NUMBER

REFERENCE

YEAR

FISCAL

NUMBER

SHEET

REVISIONS

COMPUTED BY:

DATE CHECKED:



BRIDGE ENGINEER



OF THE LAW.











STANDARD


DRAWN BY:

DATE DRAWN:

G.J.

F.W.

F.W.

1 1SHEET NO. OF SCALE:

VERIFIED BY:

2''

1''

0

SH

EE

T

RE

FE

RE

NC

E

CS-85


03/30/78



Bars B

Bars A

Scale: •'' = 1' - 0''

AA A

AA

AA

AA

AA

AA

AA

AA A A

Bars I#7

Bars E1#4

Bars E2#4

6''

1'-11''

2'-6''

Scale: •'' = 1' - 0''

5'-0''

AA

Scale: •'' = 1' - 0''

Bars I#7

Bars E2#4

Bars E1#4

6''

Bars O#7

Bars I#7

AA

Scale: •'' = 1' - 0''

6''

AAAA

AAAA

9'-5''

(See Std. Dwg. No. CS-3-1)

Bars Type AA and BB

45° 45°

60° SKEW45° SKEW30° SKEW

Bars I#7

Length

Total

Length

Total

Length

Total

Length

Total



ON SKEW NO SKEW

Fill


PLAN - NO SKEW

3'-4''

8'-0'' + 2

A A A

A

A

(0'-3' Fill Only)

Bars E#4

Bars D

105

105

105

60° SKEW

Length

Total

45° SKEW

Scale: •'' = 1' - 0''

Radius By Rubbin

g

After For

m

Has Been Strip

ped.

Inta

ke End

Of Culvert

Curb Section. Finis

h To 6''

Use 4'' x 4''

Cha

mfer For

m

Strip For 6''

Radius

On

8''

Bars D

Bars A

Bars B

See Wing Std.

See Wing Std.

PLAN - ON SKEW

A A A A A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A A A A

A A A A

A A

A A

A A

A A

Bars I#7

Fill0'-72'

66' - 72'

60' - 66'

54' - 60'

48' - 54'

42' - 48'

36' - 42'

30' - 36'

24' - 30'

18' - 24'

12' - 18'

6' - 12'

3' - 6'

0' - 3'

Bars

D#6

Bars

D#6

Bars

D#6

Bars

D#6

Bars

D#6

Bars

D#6

Bars

D#6

Bars

D#5

Bars

D#5

Bars

D#5

Bars

D#4

Bars

D#4

Bars

D#4

7' - 10''

7' - 8''

7' - 6''

7' - 5''

7' - 3''

7' - 0''

6' - 10''

6' - 8''

6' - 6''

6' - 4''

6' - 2''

6' - 0''

6' - 2''

14' - 2''

14' - 0''

13' - 10''

13' - 9''

13' - 7''

13' - 4''

13' - 2''

13' - 0''

12' - 10''

12' - 8''

12' - 6''

12' - 4''

12' - 6''

o.o.

o.o.

o.o.

o.o.

o.o.

o.o.

o.o.

o.o.

o.o.

o.o.

o.o.

o.o.

o.o.

66' - 72'

60' - 66'

54' - 60'

48' - 54'

42' - 48'

36' - 42'

30' - 36'

24' - 30'

18' - 24'

12' - 18'

6' - 12'

3' - 6'

0' - 3'

Bars F#4

Bars F#4

Bars F#4

Bars F#4

Bars F#4

Bars F#4

Bars F#4

Bars F#4

Bars F#4

Bars F#4

Bars F#4

Bars F#4

Bars F#4

7' - 10''

7' - 8''

7' - 6''

7' - 5''

7' - 3''

7' - 0''

6' - 10''

6' - 8''

6' - 6''

6' - 4''

6' - 2''

6' - 0''

6' - 2''

66' - 72'

60' - 66'

54' - 60'

48' - 54'

42' - 48'

36' - 42'

30' - 36'

24' - 30'

18' - 24'

12' - 18'

6' - 12'

3' - 6'

0' - 3'

Bars B#8

Bars B#8

Bars B#8

Bars B#8

Bars B#7

Bars B#7

Bars B#7

Bars B#6

Bars B#6

Bars B#6

Bars B#5

Bars B#4

Bars B#5

9' - 6''

9' - 6''

9' - 5''

9' - 5''

9' - 5''

9' - 5''

9' - 4''

9' - 3''

9' - 2''

9' - 0''

8' - 10''

8' - 10''

8' - 10''

66' - 72'

60' - 66'

54' - 60'

48' - 54'

42' - 48'

36' - 42'

30' - 36'

24' - 30'

18' - 24'

12' - 18'

6' - 12'

3' - 6'

0' - 3'

66' - 72'

60' - 66'

54' - 60'

48' - 54'

42' - 48'

36' - 42'

30' - 36'

24' - 30'

18' - 24'

12' - 18'

6' - 12'

3' - 6'

0' - 3'

1' - 8''

1' - 8''

1' - 8''

1' - 8''

1' - 8''

1' - 8''

1' - 8''

1' - 8''

1' - 8''

1' - 8''

1' - 8''

1' - 8''

1' - 8''

1' - 3''

1' - 3''

1' - 3''

1' - 3''

1' - 3''

1' - 3''

1' - 3''

1' - 3''

1' - 3''

1' - 3''

1' - 3''

1' - 3''

1' - 3''

1' - 3''

1' - 2''

1' - 1''

1' - 0•''

11•''

10''

9''

8''

7''

6''

5''

4''

5''

0' - 3'

3' - 6'

6' - 12'

12' - 18'

18' - 24'

24' - 30'

30' - 36'

36' - 42'

42' - 48'

48' - 54'

54' - 60'

60' - 66'

66' - 72'

1' - 3ƒ''

1' - 3•''

1' - 3ƒ''

1' - 4‚''

1' - 4•''

1' - 5''

1' - 5•''

1' - 6''

1' - 7''

1' - 7•''

1' - 7ƒ''

1' - 8•''

1' - 9‚''

o.o.

Bars A#8

Bars A#8

Bars A#8

Bars A#8

Bars A#7

Bars A#7

Bars A#7

Bars A#6

Bars A#6

Bars A#6

Bars A#5

Bars A#4

Bars A#5

3' - 8''

3' - 8''

3' - 7''

3' - 7''

3' - 7''

3' - 7''

3' - 6''

3' - 5''

3' - 4''

3' - 2''

3' - 0''

3' - 0''

3' - 0''

1' - 3''

1' - 3''

1' - 3''

1' - 3''

1' - 3''

1' - 3''

1' - 3''

1' - 3''

1' - 3''

1' - 3''

1' - 3''

1' - 3''

1' - 3''

1' - 8''

1' - 8''

1' - 8''

1' - 8''

1' - 8''

1' - 8''

1' - 8''

1' - 8''

1' - 8''

1' - 8''

1' - 8''

1' - 8''

1' - 8''

12' - 4•''

12' - 3''

12' - 0•''

12' - 0''

11' - 9''

11' - 7''

11' - 5''

10' - 11''

10' - 9''

10' - 6•''

10' - 1•''

9' - 11''

10' - 1•''

66' - 72'

60' - 66'

54' - 60'

48' - 54'

42' - 48'

36' - 42'

30' - 36'

24' - 30'

18' - 24'

12' - 18'

6' - 12'

3' - 6'

0' - 3'

19''

18''

17''

16•''

15•''

14''

13''

12''

11''

10''

9''

8''

9''

11''

11''

10•''

10•''

10•''

10•''

10''

9•''

9''

8''

7''

7''

7''

# 8 @ 8'' o.c.

# 8 @ 9'' o.c.

# 8 @ 9'' o.c.

# 8 @ 10'' o.c.

# 7 @ 8'' o.c.

# 7 @ 9'' o.c.

# 7 @ 10'' o.c.

# 6 @ 8'' o.c.

# 6 @ 9'' o.c.

# 6 @ 11'' o.c.

# 5 @ 9'' o.c.

# 4 @ 8'' o.c.

# 5 @ 8'' o.c.

# 6 @ 4'' o.c.

# 6 @ 4•'' o.c.

# 6 @ 4•'' o.c.

# 6 @ 5'' o.c.

# 6 @ 4'' o.c.

# 6 @ 4•'' o.c.

# 6 @ 5'' o.c.

# 5 @ 4'' o.c.

# 5 @ 4•'' o.c.

# 5 @ 5•'' o.c.

# 4 @ 4•'' o.c.

# 4 @ 4'' o.c.

# 4 @ 4'' o.c.

66' - 72'

60' - 66'

54' - 60'

48' - 54'

42' - 48'

36' - 42'

30' - 36'

24' - 30'

18' - 24'

12' - 18'

6' - 12'

3' - 6'

0' - 3'

1.51

1.45

1.36

1.33

1.27

1.18

1.10

1.02

.94

.84

.74

.68

.74

341

304

301

273

289

258

233

208

187

157

133

122

148

1'-10''

AA

A A

A

3'-4''

1'-10''1'-3''

A

A

A A A A

A

A

A

A A

A

AA

A

A

A

Bars F#4 @ 12'' o.c.

Bars M1#4 - 2 Req'd

Bars I#7 - 4 Req'd

5' - 7''

8' - 10''

Bars M1#4 - 2 Req'd

Bars I#7 - 10 Req'd

6' - 7''

10' - 2''

Bars O#7 - 6 Req'd 10' - 2''o.o. 11' - 10''

Bars M1#4 - 2 Req'd

Bars I#7 - 10 Req'd

8' -4''

12' - 6''

Bars O#7 - 6 Req'd 12' - 6''o.o. 14' - 2''

Bars M1#4 - 2 Req'd

Bars I#7 - 10 Req'd

12' - 6''

17' - 8''

19' - 4''o.o.17' - 8''Bars O#7 - 6 Req'd

Bars M1#4


3. Fill Height Reduced 08/11/00 - M.G.M

2. Skew Area and Reinf. 12/10/80 - F.W.

1. Rev. Reinf. 0'-3' Fill 01/23/79 - R.T.

AA

AA

A

A

A

A

REINFORCED CONCRETE

BOX CULVERT



Bar M1#4

Bars M1#4

•'' = 1' - 0''



Z:\Sta

ndards\C

ulvert\uscust\

win

g\w

043000.d

gn

Plotted:

23-F

EB-2

018 1

3:1

1

PROJECT NUMBER

REFERENCE

YEAR

FISCAL

NUMBER

SHEET

REVISIONS

COMPUTED BY:

DATE CHECKED:




THIS STANDARD TO BE USED WTH ANY

BRIDGE ENGINEER



OF THE LAW.











STANDARD


DRAWN BY:

DATE DRAWN: SCALE:

VERIFIED BY:

2''

1''

0

SH

EE

T

RE

FE

RE

NC

E

"A"

"B"

K#4

M#4

H1#4

H2#4

H3#4

1'-2•''

1'-2•''

1'-2•''

1'-2•''

H4#4

1'-7''

1'-3''

2'-

2•''

1'-

1•''

1'-

2•''

11'-5''

12'-4''

11'-4''

10'-3''

6'-0''

1'-9''

Bar

Siz

e

No.

LengthTotal

Dimensions

"A" "B"

"A" o.o.

"B" o.o.Bars "J" & "L"

Reinforcing Runs Through Joint.

752 ------------------ Lbs. Reinf. Steel

8.90 ----------------- Cu. Yds. Conc.

9''

7''5''

1' - 9''

7•''

3''

6''

2' - 4''

9''

11' - 6''

45°

2' - 6''

1' - 10''

8''

2' - 8•''

2' - 8•''

5' - 5''

2' - 6''

6''

Sto

p •

Bars "J"

2' - 6''

8''

2'' c.l.

2'' c.l.

2'' c.l.2'' c.l.

7''

Varies

8''

2'' c.l.

M.T.W.

F.W.

F.W.

5-18-70 ƒ'' = 1' - 0''

1 Removed Radius "J" Bars

F.W. 11-11-70

2 Renif. 2-11-82 F.W.

3 Digitized 7-11-05 L.E.D.

REINFORCED CONCRETE

BOX CULVERT WINGS

OPENING 4' HEIGHT

3' TO 1' SLOPE 0° SKEW

W4-3:1-0°

TYPICAL WING SECTION

ELEVATION

PLAN

11' - 9'' 11' - 9''

14' - 1•''

13' - 7''

14' - 0''

13' - 0''

11' - 11''

11' - 5''

13' - 7''

12' - 4''

11' - 4''

10' - 3''

7' - 8''

3' - 5''

6' - 0''

1' - 9''

4' - 10•''

J1

J2

J3

J4

J5

J6

J7

J8

J9

L1

L2

L3

L4

L5

L6

L7

L8

L9

H1

H2

H3

H4

M

K1

K

P

#4

#4

#4

#4

#4

#4

#4

#4

#4

#4

#4

#4

#4

#4

#4

#4

4

4

4

4

4

4

4

4

4

4

4

4

4

4

4

4

#4 4

#4

#4

#4

#4

#4

#4

#4

#4

#4

#4

#4

#4

#4

#4

4

4

4

4

4

4

4

4

4

4

4

4

4

4

#6 4

#4

#4

#4

#4

#4

#4

#4

4

4

4

12

4

4

4

2' - 2''

2' - 2''

2' - 2''

2' - 2''

2' - 2''

2' - 2''

2' - 2''

2' - 2''

2' - 2''

2' - 2''

2' - 2''

2' - 2''

2' - 2''

2' - 2''

2' - 2''

0

0

1' - 8''

1' - 8''

1' - 8''

1' - 8''

1' - 8''

J10

J11

J12

J13

J14

J15

J16

L10

L11

L12

L13

L14

L15

4' - 2'' 1' - 6''

4' - 3''

4' - 4''

4' - 5''

4' - 6''

4' - 7''

4' - 8''

4' - 9''

5' - 0''

5' - 1''

5' - 2''

1' - 7''

1' - 8''

1' - 9''

2' - 0''

2' - 1''

2' - 2''

2' - 3''

2' - 4''

2' - 5''

2' - 6''

4' - 10''

4' - 11''

5' - 3•''

5' - 4•''

1' - 10''

1' - 11''

2' - 7•''

2' - 8•''

3' - 0''

3' - 1''

3' - 0''

3' - 0''

3' - 0''

3' - 0''

3' - 0''

3' - 0''

3' - 0''

3' - 5•''

3' - 9•''

4' - 2''

4' - 6''

5' - 2•''

5' - 7''

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

4' - 5''

4' - 4''

4' - 3''

4' - 8''

4' - 2''

4' - 3'' 0' - 8''

0' - 8''

0' - 9''

0' - 9''

0' - 8•''

0' - 8•''

0' - 9•''

0' - 10''

0' - 10''

0' - 10•''

0' - 10•''

0' - 11''

0' - 11''

0' - 11•''

0' - 11•''

4' - 2•''

4' - 4•''

4' - 5•''

5' - 0•''

5' - 5•''

5' - 10''

6' - 3''

7' - 0•''

6' - 7•''

Bar M#4

Bar K1#4

Bar K#4

Bars L#4 @ 9'' o.c.

@ 12'' o.c.Bars H#4

Bars J#4 @ 9'' o.c.

Bar P#6

@ 12'' o.c.Bars H#4

Bars L1 - L15 #4 @ 9'' o.c.Bar M#4

@ 9'' o.c.Bars J1 - J16 #4

Bar P#6

Bars L1 - L15 #4 @ 9'' o.c.

@ 9'' 0.c.Bars J1 - J16 #4

Bars H#4 @ 12'' o.c.

Bar K#4

Bar K1#4

2' - 8•''

ESTIMATED QUANTITIES (4 WINGS)

Construction Joint ƒ'' Vee Strips

Scale: ƒ''-1' - 0''

Scale: ƒ''-1' - 0''

Scale: ƒ''-1' - 0''

Bars

Bars

Bars

Bars

Bars

Bars

NOTE:

And Which Are Skewed From 0° Through 15°.Which Have A Vertical Opening Dimension Of 4 FeetThese Culvert Wings Shall Be Used On All Culverts

Typ.

Typ.

M.T.W.

F.W.

F.W.

5-22-70

3''

6ƒ''

6''7''

11''

6''

45°

10''

6''

AS SHOWN

Dunn

BARS J1-J22#4

2'' CL. TYP.

13'-8''

2'-9•''

BAR K1#4

BARS H#4 @ 12'' O.C.

BAR P#6

BARS H#4

@ 12'' O.C.

BAR M#4

BAR K2#4

BAR M#4


THESE CULVERT WINGS SHALL BE USED ON ALL CULVERTS

WHICH HAVE A VERTICAL OPENING DIMENSION OF 5 FEET

AND WHICH ARE SKEWED FROM 0° THROUGH 15°.

BAR K2#4

BARS H#4

@ 12'' O.C.

BARS J1-J22#4

"A"

"B"

1'-2•''

1'-1''

1'-9ƒ''

1'-2•''

1'-2•''

13'-6''

1'-2•''

H4#4

H3#4

H2#4

H1#4

M#4BARS

BARS

BARS

BARS

BARS

1'-

2•''

2'-

2''

1.

2. •ALL EVEN NUMBERED `J' BARS SHOULD STOP @ `J' Bar Height.

#4

BAR SIZE NO."A" "B"

BARS L1-L22#4

BA

RS

L1-

L22#4

BAR L1#4

BAR L22#4

1'-8•''

3'-3•''

BAR J1#4 0'-9''

1'-0•''

BA

RS J#4

•3'-

6''

B

AR J1#4

B

AR J21#4

3'-

7''

6'-

7•''

14'-4•''

13'-4''

10'-1•''

6'-0•''

1'-11''

14'-4•''

13'-4''

10'-1•''

6'-0•''

1'-11''

15'-9•''

16'-0•''

15'-0''

11'-9•''

7'-8•''

3'-7''

2'-0''

BAR J22#4

BARS `J' & `L'BARS `J' & `L'

2'-

2‚''

BAR P#6

BAR K1#4

LENGTH

TOTAL

2''1''0

SHEET REFERENCE

REVISIONS

COMPUTED BY:

DATE CHECKED:





DRAWN BY:

DATE DRAWN: SCALE:

VERIFIED BY:

OF THE LAW.













BRIDGE ENGINEER


STANDARD

Z:\Standards\Culvert\uscust\wing\w053000.dgn Plotted: 05-MAR-2018 11:33

16'-6'' 3'-0''

SCALE: •'' = 1'-0''

SCALE: ƒ'' = 1'-0''

NOTE:

REINFORCED CONCRETE

BOX CULVERT WINGS

OPENING 5' HEIGHT

3' TO 1' SLOPE 0° SKEW

W5-3:1-0°

STOP BARS "J" (BOTH SIDES)

K#4

1'-

0•''

989 ------------------ LBS. REINF. STEEL

12.12 ----------------- CU. YDS. CONC.

BARS L1-L22#4 @ 7•'' O.C.

2'' CL.

TYP.

•

@ 7•'' O.C.

BARS L#4

@ 7•'' O.C.

13'-6''

1'-8''

1'-8''

1'-8''

1'-8''

1'-8''

H1

H2

H3

H4

M

K1

K

P #6 4

#4

#4

#4

#4

#4

#4

4

4

4

16

4

4

4

@ 7•'' O.C.

@ 7•'' O.C.

BARS

@ 7'' O.C.

2'' CL. TYP.

13'-4''

BARS J#4

DIMENSIONS


3'-

0''

SCALE: •'' = 1'-0''

1'-

10''

8''

3'-

2•''

3'-

2•''

2'-

6''

6'-

5'' V

ARIE

S2'-

6''

7''

8''

8''

ELEVATION

2. Renif. 2-17-82 F.W.

3. Digitized 10-13-05 L.E.D.

4. Calculated Quantities, Updated Drawing

11-2-15 JCM

REINFORCING RUNS THROUGH JOINT.

TYPICAL BOTH WINGS.

CONSTRUCTION JOINT ƒ'' VEE STRIPS.

PROJECT NUMBER

REFERENCE

YEAR

FISCAL

NUMBER

SHEET

3'-

2•''

3'-

2•''

8''

1'-

10''

6'-

5''

2'-

6''

3'-

0''

6''

6''

7''

8''

8''

2'-

6''

Varie

s

Z:\Sta

ndards\C

ulvert\uscust\

win

g\w

053030.d

gn

Plotted:

23-F

EB-2

018 1

3:4

2

REVISIONS


BRIDGE ENGINEER



OF THE LAW.











STANDARD

STANDARD DWG. NO.

2''

1''

0

SH

EE

T

RE

FE

RE

NC

E

W5-3:1-30°

REINFORCED CONCRETE

BOX CULVERT WINGS

OPENING 5' HEIGHT

3 TO 1 SLOPE 30° SKEW2 Digitized 10-05-05 L.E.D.

These Culvert Wings Shall Be Used On All Culverts

Which Have A Vertical Opening Dimension Of 5 Feet

1.

2. •All Even Numbered `J' Bars Should Stop @ `J' Bar Height.

8

Bars Size No.

SHORT WING

LENGTH

TOTAL DIMENSIONS

"A" "B"

LONG WING

Bars Size No.LENGTH

TOTAL DIMENSIONS

"A" "B"

8

P

K1

H1

H2

H3

H4

#6 2

#4

#4

#4

#4

#4

#4

#4

2

2

2

2

2

2 1'-8''

1'-8''

1'-8''

1'-8''

1'-8''

P

K1

H1

H2

H3

H4

#6 2

#4

#4

#4

#4

#4

#4

#4

2

2

2

2

2

2 1'-8''

1'-8''

1'-8''

1'-8''

1'-8''

"A"

Bar K#4

Bar H1#4

Bar H2#4

Bar H3#4

Bar H4#4

0'-

10''

"B"

0'-10''

0'-10''

0'-10''

0'-10''

"A"

Bar M2#4

Bar H1#4

Bar H2#4

Bar H3#4

Bar H4#4

"B"

Scale: •'' = 1'-0''

Construction Joint ƒ'' Vee Strips

Reinforcing Runs Through Joint.

ELEVATION

Scale: •'' = 1'-0''Stop • Bars "J" (Both Sides)

1'-

10''

8''

3'-

2•''

3'-

2•''

2'-

6''

6'-

5''

3'-

0''

Bar P#6

2'' Cl. Typ.

Bars L#4 @ 7•'' o.c.

Bar P#6

Bars H#4

@ 12'' o.c.

Bar K1#4

Bars J#4

@ 7•'' o.c.

Bar K2#4

Bar M#4

Typ.

2'' Cl.


Scale: ƒ'' = 1'-0''

LONG WING

Bars J1-J30#4 @ 7•'' o.c.

Bars H#4 @ 12'' o.c.

3''

6ƒ''

11''7''

6''

2'-

0''

19-3''

10''

2'-

9•''

Bar K2#4

30°

@ 12'' o.c.

Bars H#4

8''

Bar K1#4 60°

@ 12'' o.c.

Bars H#4

Bar K2#4

5''

11'-1''

11''

7''

6''

2'-0''3

''6ƒ''

10''

2'-9•''

@ 7•'' o.c.

Bars J1-J30#4

@ 7•'' o.c.

Bars J1-J18#4

@ 7•'' o.c.

Bars L1-L17#4

SHORT WING

Bar L1#4 1'-8•''

and

Bars `J'

Bars `L'

Bar

L1-

L28#4

2'-

2''

LONG WING

Bar

L1-

L9#4

2'-

2''

and

Bars `J'

Bars `L'

SHORT WING

Bar L1#4

Bar J1#4 0'-9''

Bar J1#4

Bar J1#4 0'-9''

3'-

6''

Bar J1#4

1'-0•''


Bar J30#4

3'-

6•''

Bar J29#4

6'-

7''

Bar L30#4

3'-2•''1'-8•''

Bar L17#4 3'-2•''

Bar J18#4 1'-0•''

3'-

6''

3'-

7''

Bar J17#4

6'-

7''

10'-11•''

13'-6''

12'-11''

13'-1•'' 11'-5•''

12'-4'' 10'-8''

9'-9•'' 8'-1•''

6'-5•'' 4'-9•''

3'-1•'' 1'-5•''

18'-8''

22'-8'' 19'-1•''3'-6•''

21'-10''

22'-2•''20'-6•''

20'-7•''18'-11•''

16'-1'' 14'-5''

10'-3•'' 8'-7•''

4'-5•'' 2'-9•''

20'-6•''

19'-1•''

18'-11•''

14'-5''

8'-7•''

2'-9•''

11'-5•''

10'-8''

8'-1•''

4'- 9•''

1'-5•''

Bar P#6

Bar M2#4

3 Calculated Quantities 4-3-15 JCM

M2

M1

K2

K2

0'-10•''

1'-

5''

1'-

5‚''

2'-11•''

1'-

11ƒ''

1'-5•''

0'-

9ƒ''

1'-5‚''

1'-5‚''

1'-5‚''

1'-5‚''

Bars L1-L30#4 @ 7•'' o.c.

PROJECT NUMBER

REFERENCE

YEAR

FISCAL

NUMBER

SHEET

COMPUTED BY:

DATE CHECKED:





DRAWN BY:

DATE DRAWN: SCALE:

VERIFIED BY:

1162 ------------------ Lbs. Reinf. Steel

13.5 ----------------- Cu. Yds. Conc.

Bar M#4

Bars J1-J18#4

@ 7•'' o.c.

Bars L1-L17#4

@ 7•'' o.c.

And Which Are Skewed From 15°01' Through 37°30'.

@ 7•'' o.c.

Bars L1-L30#4

J#4

Bars

•

J#4

Bars

•

Bar M1#4

F.W.

5-22-70

F.W.

M.T.W.

AS SHOWN

1 Reinf. 2-18-82 F.W.

Dunn

NOTE:

Documents

A A A A A A A A A A A A A A A · ESTIMATED QUANTITIES STANDARD DWG. NO. DRAWN BY: DATE DRAWN: A.D. R.T. R.T. SCALE: VERIFIED BY: 2 '' 1 '' 0 S H E E T 4 R E F E R E N C E T.J.D. CS-64