Situation $3.$ The following table shows an approximate correlation between the standard penetration test $($SPT$)$ and the unconfined compression strength of cohesive soils.

$\backslash$table$[[$Consistency$,\backslash$table$[[$SPT$],[$Blows$]],\backslash$table$[[$Unconfined compressive$],[$strength $($kPa$)]]],[$Very Soft,$0-2,0-25$

$7.$

For an SPT of $5$ blows, determine the approximate unconfined compression strength of the clay.

A$.31\mathrm{.}3$ kPa C$.50\mathrm{.}0$ kPa

B$.25\mathrm{.}0$ kPa D$.62\mathrm{.}5$ kPa

$8.$

For an SPT of $14$ blows, determine the approximate cohesion of the clay.

A$.175$ kPa C$.100$ kPa

B$.200$ kPa D$.88$ kPa

$9.$

For a soil with cohesion $78$ kPa, determine the consistency.

A$.$ Soft C$.$ Medium

B$.$ Stiff D$.$ Very Stiff