The in situ moisture content of a soil is 17% and the moist unit weight is 105 lb/ft3. the specific gravity of soil solids is 2.70. this soil is to be excavated and transported to a construction site for use in a compacted fill. if the specifications call for the soil to be compacted to a minimum dry unit weight of 102.5lb/ft3 at the same moisture content of 17%, how many cubic yards of soil from the excavation site are needed to produce 20,000 yd3 of compacted fill ? how many-ton truckloads are needed to transport the excavated soil ?
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