A $190-k$ column load is to be supported on a $10-ft$ square, $3-ft$ deep spread footing underlain by young, normally consolidated sandy soils. The results of a representative CPT sounding at this site are as follows:

$\backslash$table$[[$Depth $($ft$),3\mathrm{.}0-7\mathrm{.}0,7\mathrm{.}0-11\mathrm{.}0,11\mathrm{.}0-19\mathrm{.}0,19\mathrm{.}0-23\mathrm{.}0$