Answer Happy

From the following cross-section notes, compute the volume of cut and fill using end-area method, the roadbed being 6m wide in cut and 4.8m in fill. The side slope for both cut and fill is 1:1. Station 3+000 +0.39 5.04 0.60 5.46 -2.64 0 +2.46 Station 2+980 5.82 1.02 +0.60 4.80 -3.42 0 +1.80