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In the Marshal method of mix design, the coarse aggregates, fine aggregates, filler and bitumen, having respective specific gravities of 2.62, 2.72, 2.70 and 1.02, are mixed in the ratio of 55,34.6, 4.8 and 5.6 percent resp. The theorotical specific gravity of the mix would be
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- 2.36
- 2.40
- 2.44
- 2.50
- 2.36
Correct Option: C
G = | |||||||
+ | + | + | |||||
2.62 | 2.72 | 2.7 | 1.02 |
= 2.44