0.1)). The aggregate mix used for the design of an asphalt mixture consists of 44% coarse aggregates, 49% fine aggregates, and 7% mineral fillers. If the respective bulk specific gravities of these materials are2.64, 2.73, and 2.70, determine the %V.T.M obtained using the Marshall method are shown in the table below. The specific gravity of the asphalt is 1.05. Marshal test results. Asphalt content (%) 4 4.5 5 5.5 6 Weight of sample (am) In air In water 1506 855.8 1552 891.1 1346 776.4 1457 839.2 1408 808.2