GROUT REQUIREMENTS
Volume of Grout for Concrete Block Construction
Standard
Two
Cell Block |
Grouted Cells
Vert. Steel Spacing |
Cu. Yds. of Grout
per
100 Sq.Ft. of Wall |
Cu. Yds per 100
Block
(8" high) (16" long) |
| 6" Thick Walls |
All Cells Filled
16" o.c.
24" o.c.
32" o.c.
40" o.c.
48" o.c. |
0.93
0.55
0.42
0.35
0.31
0.28 |
0.83
0.49
0.42
0.37
0.28
0.25 |
| 8" Thick
Walls |
All Cells Filled
16" o.c.
24" o.c.
32" o.c.
40" o.c.
48" o.c. |
1.12
0.65
0.50
0.43
0.37
0.34 |
1.00
0.58
0.44
0.38
0.33
0.30 |
| 1o" Thick Walls |
All Cells Filled
16" o.c.
24" o.c.
32" o.c.
40" o.c.
48" o.c. |
1.38
0.82
0.63
0.53
0.47
0.43 |
1.23
0.73
0.56
0.47
0.42
0.38 |
| 12 Thick Walls |
All Cells Filled
16" o.c.
24" o.c.
32" o.c.
40" o.c.
48" o.c. |
1.73
1.01
0.76
0.64
0.57
0.53 |
1.54
0.90
0.68
0.57
0.51
0.47 |
Refer to A.S.T.M. C-476 Standard Specification C-270
for mortar and C-476 for grout for reinforced masonry.
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