Design a concrete mix to satisfy the following requirements: f'c = 2000 psi
Non-air-entrained Interior slab on grade
Nonreinforced Maximum aggregate size = 1 in.
Aggregate Data
,
Bulk Unit
Weight
Percent Moisture
Sp. Gr.
F. M.
(pcf)
ABS
Free
CA
FA
2.68
2.59
6.00
2.70
95
105
0.5
1
3
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