Results from a grain$-$size $($sieve$)$ analysis of a given soil are tabulated below. The soil has a liquid limit of $23\%$ and a plastic limit of $19\%.$ Classify the soil by using the Unified Soil Classification System $($USCS$),$ including the Group Symbol and the Group Name. $($Show all the criteria used for classifying the soil, as shown in class.$)$

$\backslash$table$[[\backslash$table$[[$U$.$S$.$ Sieve$],[$No$.]],\backslash$table$[[$Percent Passing$],[($Finer$)]]],[4,100],[10,90],[20,64],[40,38],[80,18],[200,13]]$