Cretex Concrete Products North, Inc.

Double Cell Box Culvert Sloped End Sections

Sloped End Section Assembly

DOUBLE CELL SLOPED END ASSEMBLY

NOTE: DOWEL CONNECTIONS USE REBAR THROUGH 3" DIAMETER CAST HOLES. FIELD GROUT BY CONTRACTOR.

Double Cell Box Culvert Sloped End Sections

Sloped End Section Details - 7' Span thru 12' Span

DOUBLE CELL BOX CULVERT SLOPED END SECTION

Span x Rise

T

L

L2

L3

L4

H1

H2

H3

 H4

WEIGHT (LBS.)

(Feet)

Sect. 1

Sect. 2

Sect. 3

Sect. 4

Click on the "Size" to see a product drawing

7x3

8"

6'-0"

-

-

-

1'-8"

-

-

 -

19,900

-

-

-

7x4

8"

6'-0"

-

-

-

2'-8"

-

-

 -

21,500

-

-

-

7x5

8"

10'-0"

4'-0"

-

-

3'-8"

1'-8"

-

 -

23,300

10,500

-

-

7x6

8"

12'-0"

6'-0"

-

-

4'-8"

1'-8"

-

 -

25,100

16,600

-

-

7x7

8"

14'-0"

5'-0"

3'-0"

-

5'-8"

3'-2"

1'-8"

 -

26,900

15,700

7,600

-

Span x Rise

T

L

L2

L3

L4

H1

H2

H3

 H4

Sect. 1

Sect. 2

Sect. 3

Sect. 4

8x4

8"

6'-0"

-

-

-

2'-8"

-

-

 -

23,100

-

-

-

8x5

8"

10'-0"

4'-0"

-

-

3'-8"

1'-8"

-

 -

24,900

11,300

-

-

8x6

8"

12'-0"

6'-0"

-

-

4'-8"

1'-8"

-

 -

26,700

17,800

-

-

8x7

8"

14'-0"

5'-0"

3'-0"

-

5'-8"

3'-2"

1'-8"

 -

28,500

16,700

8,200

-

8x8

8"

16'-0"

6'-0"

4'-0"

-

6'-8"

3'-8"

1'-8"

 -

30,300

21,400

11,300

-

Span x Rise

T

L

L2

L3

L4

H1

H2

H3

 H4

Sect. 1

Sect. 2

Sect. 3

Sect. 4

9x4

8"

6'-0"

-

-

-

2'-8"

-

-

 -

24,700

-

-

-

9x5

8"

10'-0"

4'-0"

-

-

3'-8"

1'-8"

-

 -

26,500

12,100

-

-

9x6

8"

12'-0"

6'-0"

-

-

4'-8"

1'-8"

-

 -

28,300

19,000

-

-

9x7

8"

14'-0"

5'-0"

3'-0"

-

5'-8"

3'-2"

1'-8"

 -

30,100

17,700

8,800

-

9x8

8"

16'-0"

6'-0"

4'-0"

-

6'-8"

3'-8"

1'-8"

 -

31,900

22,600

12,100

-

9x9

8"

18'-0"

6'-0"

6'-0"

-

7'-8"

4'-8"

1'-8"

 -

33,700

24,400

19,100

-

Span x Rise

T

L

L2

L3

L4

H1

H2

H3

 H4

Sect. 1

Sect. 2

Sect. 3

Sect. 4

10x4

8"

6'-0"

-

-

-

2'-8"

-

-

 -

26,300

-

-

-

10x5

8"

10'-0"

4'-0"

-

-

3'-8"

1'-8"

-

 -

28,100

12,900

-

-

10x6

8"

12'-0"

6'-0"

-

-

4'-8"

1'-8"

-

 -

29,900

20,200

-

-

10x7

8"

14'-0"

5'-0"

3'-0"

-

5'-8"

3'-2"

1'-8"

 -

31,700

18,700

9,400

-

10x8

8"

16'-0"

6'-0"

4'-0"

-

6'-8"

3'-8"

1'-8"

 -

33,500

23,800

12,900

-

10x9

8"

18'-0"

6'-0"

6'-0"

-

7'-8"

4'-8"

1'-8"

 -

35,300

25,600

20,200

-

10x10

8"

20'-0"

6'-0"

5'-0"

3'-0"

8'-8"

5'-8"

3'-2"

 1'-8"

37,100

27,400

18,700

9,400

Span x Rise

T

L

L2

L3

L4

H1

H2

H3

 H4

Sect. 1

Sect. 2

Sect. 3

Sect. 4

11x4

9"

6'-0"

-

-

-

2'-8"

-

-

 -

29,800

-

-

-

11x5

9"

10'-0"

4'-0"

-

-

3'-8"

1'-8"

-

 -

31,600

14,900

-

-

11x6

9"

12'-0"

6'-0"

-

-

4'-8"

1'-8"

-

 -

33,400

23,200

-

-

11x7

9"

14'-0"

5'-0"

3'-0"

-

5'-8"

3'-2"

1'-8"

 -

35,200

21,200

10,900

-

11x8

9"

16'-0"

6'-0"

4'-0"

-

6'-8"

3'-8"

1'-8"

 -

37,000

26,800

14,900

-

11x9

9"

18'-0"

6'-0"

6'-0"

-

7'-8"

4'-8"

1'-8"

 -

38,800

28,600

23,200

-

11x10

9"

20'-0"

6'-0"

5'-0"

3'-0"

8'-8"

5'-8"

3'-2"

 1'-8"

40,600

30,400

21,200

10,900

11x11

9"

22'-0"

6'-0"

6'-0"

4'-0"

9'-8"

6'-8"

3'-8"

 1'-8"

42,400

32,200

26,800

14,900

Span x Rise

T

L

L2

L3

L4

H1

H2

H3

 H4

Sect. 1

Sect. 2

Sect. 3

Sect. 4

12x4

9"

6'-0"

-

-

-

2'-8"

-

-

 -

31,500

-

-

-

12x5

9"

10'-0"

4'-0"

-

-

3'-8"

1'-8"

-

 -

33,300

15,800

-

-

12x6

9"

12'-0"

6'-0"

-

-

4'-8"

1'-8"

-

 -

35,100

24,600

-

-

12x7

9"

14'-0"

5'-0"

3'-0"

-

5'-8"

3'-2"

1'-8"

 -

36,900

22,300

11,600

-

12x8

9"

16'-0"

6'-0"

4'-0"

-

6'-8"

3'-8"

1'-8"

 -

38,700

28,200

15,800

-

12x9

9"

18'-0"

6'-0"

6'0"

-

7'-8"

4'-8"

1'-8"

 -

40,500

30,000

24,600

-

12x10

9"

20'-0"

6'-0"

5'-0"

3'-0"

8'-8"

5'-8"

3'-2"

 1'-8"

42,300

31,800

22,300

11,600

12x11

9"

22'-0"

6'-0"

6'-0"

4'-0"

9'-8"

6'-8"

3'-8"

 1'-8"

44,100

33,600

28,200

15,800

12x12

9"

24'-0"

6'-0"

6'-0"

6'-0"

10'-8"

7'-8"

4'-8"

 1'-8"

45,900

35,400

30,000

24,600

 

Double Cell Box Culvert Sloped End Sections

Sloped End Section Details - 14' Span

14' SPAN DOUBLE CELL SLOPED END SECTION

Span x Rise

T

L

H1

H2

H3

H4

H5

H6

 H7

WEIGHT (LBS.)

(Feet)

Sect. 1

Sect. 2

Sect. 3

Sect. 4

Sect. 5

Sect. 6

Sect. 7
Click on the "Size" to see a product drawing

14x4

10"

4'-0"

3'-8"

-

-

-

-

-

 -

27,500

-

-

-

-

-

-

14x5

10"

8'-0"

4'-8"

2'-8"

-

-

-

-

 -

28,700

20,300

-

-

-

-

-

14x6

10"

12'-0"

5'-8"

3'-8"

1'-8"

-

-

-

 -

29,900

21,500

19,100

-

-

-

-

14x7

10"

12'-0"

6'-8"

4'-8"

2'-8"

-

-

-

 -

31,100

22,700

20,300

-

-

-

-

14x8

10"

16'-0"

7'-8"

5'-8"

3'-8"

1'-8"

-

-

 -

32,300

23,900

21,500

19,100

-

-

-

14x9

10"

16'-0"

8'-8"

6'-8"

4'-8"

2'-8"

-

-

 -

33,500

25,100

22,700

20,300

-

-

-

14x10

10"

20'-0"

9'-8"

7'-8"

5'-8"

3'-8"

1'-8"

-

 -

34,700

26,300

23,900

21,500

19,100

-

-

14x11

10"

20'-0"

10'-8"

8'-8"

6'-8"

4'-8"

2'-8"

-

 -

35,900

27,500

25,100

22,700

20,300

-

-

14x12

10"

24'-0"

11'-8"

9'-8"

7'-8"

5'-8"

3'-8"

1'-8"

 -

37,100

28,700

26,300

23,900

21,500

19,100

-

14x13

10"

24'-0"

12'-8"

10'-8"

8'-8"

6'-8"

4'-8"

2'-8"

 -

38,300

29,900

27,500

25,100

22,700

20,300

-

14x14

10"

28'-0"

13'-8"

11'-8"

9'-8"

7'-8"

5'-8"

3'-8"

 1'-8"

39,500

31,100

28,700

26,300

23,900

21,500

19,100
 
Download this page in the following formats
Download ACAD format
AutoCAD r14		 Download Acrobat format
Acrobat 3.01

Copyright © 1999 The Cretex Companies, Inc.. All rights reserved.
Information in this document is subject to change without notice.
Other products and companies referred to herein are trademarks or registered trademarks of their respective companies or mark holders.