ICPC logo

Single Cell Box Culvert Sloped End Sections

Sloped End Section Assembly

SINGLE CELL SLOPED END ASSEMBLY

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

Single Cell Box Culvert Sloped End Sections

Sloped End Section Details

SINGLE CELL BOX CULVERT SLOPED END SECTION

Span x Rise

T

L

L2

L3

L4

L5

H1

H2

H3

H4 H5

WEIGHT (LBS.)

(Feet)

Sect. 1

Sect. 2

Sect. 3

Sect. 4

Sect. 5

Click on the "Size" to see a product drawing

6x3

8"

6'-0"

-

-

-

-

1'-8"

-

-

- -

9,100

-

-

-

-

6x4

8"

6'-0"

-

-

-

-

2'-8"

-

-

- -

10,300

-

-

-

-

6x5

8"

10'-0"

4'-0"

-

-

-

3'-8"

1'-8"

-

- -

11,500

5,000

-

-

-

6x6

8"

12'-0"

6'-0"

-

-

-

4'-8"

1'-8"

-

- -

12,700

8,000

-

-

-

Span x Rise

T

L

L2

L3

L4

L5

H1

H2

H3

H4

H5

Sect. 1

Sect. 2

Sect. 3

Sect. 4

Sect. 5

7x3

8"

6'-0"

-

-

-

-

1'-8"

-

-

- -

10,800

-

-

-

-

7x4

8"

6'-0"

-

-

-

-

2'-8"

-

-

- -

12,000

-

-

-

-

7x5

8"

10'-0"

4'-0"

-

-

-

3'-8"

1'-8"

-

- -

13,200

5,800

-

-

-

7x6

8"

12'-0"

6'-0"

-

-

-

4'-8"

1'-8"

-

- -

14,400

9,300

-

-

-

7x7

8"

14'-0"

5'-0"

3'-0"

-

-

5'-8"

3'-2"

1'-8"

- -

15,600

9,000

4,200

-

-

Span x Rise

T

L

L2

L3

L4

L5

H1

H2

H3

H4 H5

Sect. 1

Sect. 2

Sect. 3

Sect. 4

Sect. 5

8x4

8"

6'-0"

-

-

-

-

2'-8"

-

-

- -

12,800

-

-

-

-

8x5

8"

10'-0"

4'-0"

-

-

-

3'-8"

1'-8"

-

- -

14,000

6,200

-

-

-

8x6

8"

12'-0"

6'-0"

-

-

-

4'-8"

1'-8"

-

- -

15,200

9,900

-

-

-

8x7

8"

14'-0"

5'-0"

3'-0"

-

-

5'-8"

3'-2"

1'-8"

- -

16,400

9,500

4,500

-

-

8x8

8"

16'-0"

6'-0"

4'-0"

-

-

6'-8"

3'-8"

1'-8"

- -

17,600

12,300

6,200

-

-

Span x Rise

T

L

L2

L3

L4

L5

H1

H2

H3

H4 H5

Sect. 1

Sect. 2

Sect. 3

Sect. 4

Sect. 5

9x4

8"

6'-0"

-

-

-

-

2'-8"

-

-

- -

13,600

-

-

-

-

9x5

8"

10'-0"

4'-0"

-

-

-

3'-8"

1'-8"

-

- -

14,800

6,600

-

-

-

9x6

8"

12'-0"

6'-0"

-

-

-

4'-8"

1'-8"

-

- -

16,000

10,500

-

-

-

9x7

8"

14'-0"

5'-0"

3'-0"

-

-

5'-8"

3'-2"

1'-8"

- -

17,200

10,000

4,800

-

-

9x8

8"

16'-0"

6'-0"

4'-0"

-

-

6'-8"

3'-8"

1'-8"

- -

18,400

12,900

6,600

-

-

9x9

8"

18'-0"

6'-0"

6'-0"

-

-

7'-8"

4'-8"

1'-8"

- -

19,600

14,100

7,400

-

-

Span x Rise

T

L

L2

L3

L4

L5

H1

H2

H3

H4 H5

Sect. 1

Sect. 2

Sect. 3

Sect. 4

Sect. 5

10x4

8"

6'-0"

-

-

-

-

2'-8"

-

-

- -

14,400

-

-

-

-

10x5

8"

10'-0"

4'-0"

-

-

-

3'-8"

1'-8"

-

- -

15,600

7,000

-

-

-

10x6

8"

12'-0"

6'-0"

-

-

-

4'-8"

1'-8"

-

- -

16,800

11,100

-

-

-

10x7

8"

14'-0"

5'-0"

3'-0"

-

-

5'-8"

3'-2"

1'-8"

- -

18,000

10,500

5,100

-

-

10x8

8"

16'-0"

6'-0"

4'-0"

-

-

6'-8"

3'-8"

1'-8"

- -

19,200

13,500

7,000

-

-

10x9

8"

18'-0"

6'-0"

6'-0"

-

-

7'-8"

4'-8"

1'-8"

- -

20,400

14,700

11,100

-

-

10x10

8"

20'-0"

6'-0"

5'-0"

3'-0"

-

8'-8"

5'-8"

3'-2"

1'-8" -

21,600

15,900

10,500

5,100

-

Span x Rise

T

L

L2

L3

L4

L5

H1

H2

H3

H4 H5

Sect. 1

Sect. 2

Sect. 3

Sect. 4

Sect. 5

11x4

9"

6'-0"

-

-

-

-

2'-8"

-

-

- -

16,200

-

-

-

-

11x5

9"

10'-0"

4'-0"

-

-

-

3'-8"

1'-8"

-

- -

17,400

8,000

-

-

-

11x6

9"

12'-0"

6'-0"

-

-

-

4'-8"

1'-8"

-

- -

18,600

12,600

-

-

-

11x7

9"

14'-0"

5'-0"

3'-0"

-

-

5'-8"

3'-2"

1'-8"

- -

19,800

11,800

5,900

-

-

11x8

9"

16'-0"

6'-0"

4'-0"

-

-

6'-8"

3'-8"

1'-8"

- -

21,000

15,000

8,000

-

-

11x9

9"

18'-0"

6'-0"

6'-0"

-

-

7'-8"

4'-8"

1'-8"

- -

22,200

16,200

12,600

-

-

11x10

9"

20'-0"

6'-0"

5'-0"

3'-0"

-

8'-8"

5'-8"

3'-2"

1'-8" -

23,400

17,400

11,800

5,900

-

11x11

9"

22'-0"

6'-0"

6'-0"

4'-0"

-

9'-8"

6'-8"

3'-8"

1'-8" -

24,600

18,600

15,000

8,000

-

Span x Rise

T

L

L2

L3

L4

L5

H1

H2

H3

H4 H5

Sect. 1

Sect. 2

Sect. 3

Sect. 4

Sect. 5

12x4

9"

6'-0"

-

-

-

-

2'-8"

-

-

- -

17,000

-

-

-

-

12x5

9"

10'-0"

4'-0"

-

-

-

3'-8"

1'-8"

-

- -

18,200

8,500

-

-

-

12x6

9"

12'-0"

6'-0"

-

-

-

4'-8"

1'-8"

-

- -

19,400

13,300

-

-

-

12x7

9"

14'-0"

5'-0"

3'-0"

-

-

5'-8"

3'-2"

1'-8"

- -

20,600

12,400

6,200

-

-

12x8

9"

16'-0"

6'-0"

4'-0"

-

-

6'-8"

3'-8"

1'-8"

- -

21,800

15,700

8,500

-

-

12x9

9"

18'-0"

6'-0"

6'0"

-

-

7'-8"

4'-8"

1'-8"

- -

23,000

16,900

13,300

-

-

12x10

9"

20'-0"

6'-0"

5'-0"

3'-0"

-

8'-8"

5'-8"

3'-2"

1'-8" -

24,200

18,100

12,400

6,200

-

12x11

9"

22'-0"

6'-0"

6'-0"

4'-0"

-

9'-8"

6'-8"

3'-8"

1'-8" -

25,400

19,300

15,700

8,500

-

12x12

9"

24'-0"

6'-0"

6'-0"

6'-0"

-

10'-8"

7'-8"

4'-8"

1'-8" -

26,600

20,500

16,900

13,300

-

Span x Rise

T

L

L2

L3

L4

L5

H1

H2

H3

H4 H5

Sect. 1

Sect. 2

Sect. 3

Sect. 4

Sect. 5

14x4

10"

6'-0"

-

-

-

-

2'-8"

-

-

- -

20,000

-

-

-

-

14x5

10"

10'-0"

4'-0"

-

-

-

3'-8"

1'-8"

-

- -

21,200

10,100

-

-

-

14x6

10"

12'-0"

6'-0"

-

-

-

4'-8"

1'-8"

-

- -

22,400

15,800

-

-

-

14x7

10"

14'-0"

4'-0"

4'-0"

-

-

5'-8"

3'-8"

1'-8"

- -

23,600

14,400

7,500

-

-

14x8

10"

16'-0"

6'-0"

4'-0"

-

-

6'-8"

3'-8"

1'-8"

- -

24,800

18,200

10,100

-

-

14x9

10"

18'-0"

6'-0"

6'0"

-

-

7'-8"

4'-8"

1'-8"

- -

26,000

19,400

15,800

-

-

14x10

10"

20'-0"

6'-0"

4'-0"

4'-0"

-

8'-8"

5'-8"

3'-8"

1'-8" -

27,200

20,600

14,400

7,500

-

14x11

10"

22'-0"

6'-0"

6'-0"

4'-0"

-

9'-8"

6'-8"

3'-8"

1'-8" -

28,400

21,800

18,200

10,100

-

14x12

10"

24'-0"

6'-0"

6'-0"

6'-0"

-

10'-8"

7'-8"

4'-8"

1'-8" -

29,600

23,000

19,400

15,800

-
14x13 10" 26'-0" 6'-0" 6'-0" 4'-0" 4'-0" 11'-8" 8'-8" 5'-8" 3'-8" 1'-8" 30,800 24,200 20,600 11,700 11,000
14x14 10" 28'-0" 6'-0" 6'-0" 6'-0" 4'-0" 12'-8" 9'-8" 6'-8" 3'-8" 1'-8" 32,000 25,400 21,800 18,200 11,000
 
Download this page in the following formats
Download ACAD format
AutoCAD r14
Download Acrobat format
Acrobat (PDF)