A compaction control test on sandy soil layer resulted in field unit weight and water content of $20\mathrm{.}5k\frac{N}{m^3}$ and $11\%.$ Would this result be acceptable based on the following information? $($take $G_s=2\mathrm{.}7)$ A $-$ Maximum unit weight $=21\mathrm{.}7k\frac{N}{m^3}$ & OMC$=13\%$

B $-$ Minimum acceptable degree of compaction $=95\%$

Solution