Precast Box Culverts
 |
ASTM C1433-00 Standard Specification for Precast Reinforced Concrete
Box Sections for Culverts, Storm Drains, and Sewers. Reinforcement in precast box sections shall conform to ASTM Specifications A185. |
| Minimum Concrete Strength shall be 5,000 psi at 28 days. Joints shall be sealed with mortar, mastic or flexible butyl rubber sealants. Contact our plant for all sizes and weights that are available. |
Contact your nearest Scurlock plant for availability, or to inquire about other size options.
Span x Rise (I. D.) Open Area (Sq. Ft.) Weight (Per Foot Approx.) Wall Thickness Span x Rise (I. D.) Open Area (Sq. Ft.) Weight (Per Foot) Wall Thickness 4' x 2'
* 8
H = 0"1500
7x6x6
9' x 3'
25
2600
7x7x7
4' x 3' *12 H = 0" 1600 " 9' x 4' 34 2900 8x7x7 4' x 4'
*16
H = 0"1800
"
9' x 5'
43
3100
"
5' x 2'
*10
H = 0"1200
6x6x6
9' x 6'
52
3300
"
5' x 3'
*15
H = 0"1400
"
10' x 4'
38
3400
8x8x8
5' x 4'
*20
H = 0"2100
8x6x7, 7x7x7
10' x 5'
48
3600
"
5' x 5'
*25
H = 0"2200
" "
10' x 6'
58
3900
9x8x8
6' x 3'
16
2100
7x7x7
10' x 8'
78
4700
9x9x9
6' x 4'
22
2300
"
10' x 10'
98
4700
9x8x8
6' x 5'
28
2500
"
11' x 3'
31
3400
8x8x8
6' x 6'
34
3000
8x8x8
11' x 9'
97
4700
9x8x8
7' x 3'
19
2300
8x8x8, 7x7x7
12' x 4'
46
3900
"
7' x 4'
26
2500
" "
12' x 5'
58
3500
"
7' x 5'
33
2700
" "
12' x 6'
70
4300
"
7' x 6'
40
3200
8x8x8
12' x 8'
96
4900
10x8x8, 9x8x8
7' x 7' 47 3400 " 12' x 10' 118 5100 10x8x8, 8x8x8 8' x 3'
22
2600
8x7x7
13' x 6'
76
4700
10x8x8
8' x 4'
30
2800
"
**15' x 12'
178
8300
12x12x12
8' x 5'
38
3000
"
**15' x 8'
118
7400
12x10x12
8' x 6'
46
3400
8x8x8
**16' x 8'
126
8100
12x12x12
8' x 7'
54
3600
8x8x8
8' x 8'
62
3400
8x7x7
Concrete Strength: 5,000 PSI min. Design: HS20 Live Load.
*Haunch: 12" unless otherwise noted. one of our plants for special design
**Length: 6' unless otherwise noted. load considerations.
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