Given:

Total volume of the soil sample $=V=1f{t}^3$

Volume of the solids in the soil sample $=Vs=0\mathrm{.}59f{t}^3$

Total weight of the soil sample $=W=118\mathrm{.}5lbs$

Weight of the solids in the soil sample $=$ Ws $=100\mathrm{.}14lbs$

Required:

Draw a block diagram for this soil sample.

Calculate the soil's dry unit weight, void ratio, and degree of

saturation.