Problem #$2$

A soil sample from a construction site having soil $B$ has been taken to the lab. Testing yielded

the following results:

Mass of soil $+$ can before placing in oven: $339\mathrm{.}0g$

Mass of soil $+$ can after removal from oven: $225\mathrm{.}1g$

Mass of can: $45\mathrm{.}2g$

Compute: $($a$)$ Moisture content, $($b$)$ consistency index, and $($c$)$ liquidity index

Hints: $LI=\frac{w_n-PL}{\frac{?}{?}}PI,$ and $Cl=\frac{LL-w_n}{\frac{?}{?}}PI,$ where $w_n$ is the natural water content of the soil.