Using the information given in the table below obtained from site investigations and laboratory results. Determine the allowable design load on a single bored concrete pile $1$ m in diameter and $12$ m long. Apply a safety factor of $3.$ The water table is $2\mathrm{.}5$ m below the ground surface.

$\backslash$table$[[$Depth$,$Soil description,Soll properties$],[0-5,$Sand,$\backslash$table$[[\backslash$table$[[\backslash$phi $=30\backslash$deg $],[\backslash$gamma $=17\mathrm{.}5$kN$/$m$^(3)],[\backslash$gamma $=18\mathrm{.}8$kN$/$m$^(3)]]]]],[5-8,$Clay,$\backslash$table$[[\backslash$table$[[$c$\_($u$)=80$kN$/$m$^(2)],[\backslash$gamma $=19\mathrm{.}5$kN$/$m$^(3)]]]]],[8-16,$Stiff clay,$\backslash$table$[[\backslash$table$[[$c$\_($u$)=200$kN$/$m$^(2)],[\backslash$gamma $=21\mathrm{.}5$kN$/$m$^(3)]]]]]]$