Double Cell Box Culvert 2:1 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 2:1 Sloped End Sections

2:1 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 2:1 Sloped End Sections

2:1 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