Design a concrete mix to satisfy the following requirements:
f'c= 30 Mpa CA FA
Non-air-entrained Maximum aggregate size= 25 mm SlL1mp 75 mm
AggregateData | |||||
| Bullc UıütWeiglıt | Percent Moisture | |||
| Sp. Gr. | EM. | (pcf) | ABS | Free |
CA FA | 2.67 2.63 | 6.70 2.90 | 1545 1762 | 0.3 1.2 | 0.9 3.1 |
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