In Marshall method of mix design, the coarse aggregate, fine aggregate, fines and bitumen having respective values of specific gravity 2.60,2.70,2.65 and $1.01,$ are mixed in the relative proportions (\% by weight) of 55.0,35.8,3.7 and 5.5 respectively. The theoretical specific gravity of the mix and the effective specific gravity of the aggregates in the mix respectively are:
(A) 2.42 and 2.63
(B) 2.42 and 2.78
(C) 2.42 and 2.93
(D) 2.64 and 2.78
In Marshall method of mix design, the coarse aggregate, fine aggregate, fines and bitumen having respective values of specific gravity 2.60,2.70,2.65 and $1.01,$ are mixed in the relative proportions (\% by weight) of 55.0,35.8,3.7 and 5.5 respectively. The theoretical specific gravity of the mix and the effective specific gravity of the aggregates in the mix respectively are:
(A) 2.42 and 2.63
(B) 2.42 and 2.78
(C) 2.42 and 2.93
(D) 2.64 and 2.78