A dry sand sample was tested in direct shear and yielded a shear strength of $130$ kPa under a normal stress of $211$ kPa. Lab results indicate the soil's wet unit weight is $16\mathrm{.}9$ kN$/$m$3$ and the saturated unit weight is $20\mathrm{.}4$ kN$/$m$3.$ Determine the shear strength, in kPa, within the native sand deposit at a depth of $4$ m below the water table. The water table is $3$ m below ground surface. Provide your answer with $2$ decimal places, do not include the units and assume a unit weight for water of $9\mathrm{.}81$ kN$/$m$3.$