Design a concrete mix to satisfy the following requirements: f'c= 3000 psi
Non-air-entrained Interior slab on grade
Nonreinforced Maximum aggregate size = 1 in.
AggregateData | |||||
|
| Bullc UıütWeiglıt | Percent Moisture | ||
| Sp. Gr. | EM. | (pcf) | ABS | Free |
CA FA | 2.69 2.59 | 6.10 2.70 | 95 110 | 0.4 0.9 | 107 3.0 |
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