Below table presents laboratory test results $($AASHTO T$307)$ of a fine$-$grained soil to be used as subgrade material in a pavement structure. Develop a model by determining three parameters $(k_1,k_2,k_3)$ and complete the stress$-$dependent resilient modulus model $($i$.$e$.,$ Level $1$ resilient model used for M$-$E PDG$).$

$\backslash$table$[[$Seq$.,\backslash$table$[[$Confine$],[$stress$],[($psi$)]],\backslash$table$[[$Maximum$],[$Axial$],[$Stress$],[($Scyclic$)],[($psi$)]],\backslash$table$[[$Applied$],[$Max$.],[$Axial$],[$Load$],[(P_{\text{m}\text{a}\text{x}})$