A moist soil sample weighs $370$ lb $.$ and has a volume of $3\mathrm{.}365f{t}^3.$ Its water content is $25\%,$

and the specific gravity of solids $(G_s)$ is $2\mathrm{.}70.$ Using a phase diagram, compute the void ratio

$(e),$ porosity $(n),$ degree of saturation $(S),$ and total $()$ and dry unit weights $(d)$ of the soil. $[5$

points$]$