The specific gravity values of the different aggregates, filler and bitumen used are determined first. The theoretical specific gravity Gt of the mix is given by-
Where,
W1 = percent by weight of coarse aggregate
W2 = percent by weight of fine aggregate
W3 = percent by weight of mineral filler
W4 = percent by weight of bitumen
G1 = apparent specific gravity of coarse aggregate
G2 = apparent specific gravity of fine aggregate
G3 = apparent specific gravity of mineral filler
G4 = apparent specific gravity of bitumen
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