your boring depth calculation for site $3$;

The ground water table depth is at the ground surface. The saturated unit weight ${}_{\text{s}\text{a}\text{t}}$ for the soils may be taken as $18k\frac{N}{m^3}$ respectively.

The results of the vane shear test carried out at Location $3$

$\backslash$table$[[$Depth $($m$),\backslash$table$[[$Torque at Failure $T_f$

Boring depth calculation for Site $3$