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Q. The following observations were recorded in a Field density determination by sand-replacement method:
Volume of Calibrating can = 1000 cm3
Weight of empty can = 10 N
Weight of can + sand = 26.6 N
Weight of sand required to fill the excavated hole = 8.28 N
Weight of excavated soil = 9.90 N
In-situ water content = 10%
Determine the in-situ dry unit weight and the in-situ dry unit weight.
Soil at a borrow area has a total unit weight of 120-PCF and a water content of 15 percent. The soil from the borrow area will be used as structural fill and compacted to an avera
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