Pavement design $,$ use some tables from geotechnical eng

$\backslash$table$[[$Dim$.($mm$),4\mathrm{.}76,2\mathrm{.}0,1\mathrm{.}4,0\mathrm{.}6,0\mathrm{.}4,0\mathrm{.}25,0\mathrm{.}15,0\mathrm{.}075],[\%$ finer,$75,60,45,30,2,20,15,10]]$

L$.$L $=43\%,$ P$.$L $=23\%$

Req.:$-$ Classify the following soil according to U$.$S$.$C$.$S

Name: $q,$

ID#: $q,$

A soil Sample has the following gradation curve results:

No$\mathrm{.}10$: $74\%$ passing

No$\mathrm{.}40$: $52\%$ Passing

No$\mathrm{.}200$: $30\%$ passing

$LL=25,PL=14$