1.

Calculate the quantity of earthwork for 200 m length for a portion of road in an uniform ground the heights of banks at the two ends being 1.00 m and 1.60 m. The formation width is 10 mm and side slope 2:1. Assume that there is no traverse slope.

A. 3276 cu m
B. 5676 cu m
C. 6757 cu m
D. 1121 cu m
Answer» B. 5676 cu m


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