Traffic Analysis $-$ Rigorous Procedure

A flexible pavement is considered for highway construction project with a projected structural number $SN=5$ and terminal serviceability $P_t=2\mathrm{.}5.$ Determine the design ESAL's using the rigorous method.

a Pavement performance period $=20$ years

a $2-$way ADT $=20,000$ vehicles$/$day

a Number of lanes in design direction $=2$

a $\%$ Trucks in design lane $=80$

a$.\%$ Trucks in design direction $=50$

$\backslash$table$[[$Class$,\%$of ADT,$\backslash$table$[[\%$ADT$],[$Growth$]],\backslash$table$[[$Average initial TF$],[($ESAL$/$Truck$)]],\backslash$table$[[\%$Truck$],[$factor$],[$growth$]],\backslash$table$[[$Growth$],[$Factor$],[($GF$)]],$DD$,$LD$,\backslash$table$[[$# of$],[$days per$],[$year$]],$ESAL$],[1,2,2,0\mathrm{.}00002,2,,,,,],[2,69,2,0\mathrm{.}008,2,,,,,],[3,15,2,0\mathrm{.}01,2,,,,,],[4,2,2,0\mathrm{.}7,2,,,,,],[5,0,2,0\mathrm{.}19,2,,,,,],[6,1,2,0\mathrm{.}14,2,,,,,],[7,1,2,0\mathrm{.}15,2,,,,,],[8,0\mathrm{.}5,2,0\mathrm{.}75,2,,,,,],[9,7,2,2\mathrm{.}1,2,,,,,],[10,0\mathrm{.}5,2,2\mathrm{.}4,2,,,,,],[11,1,2,2\mathrm{.}3,2,,,,,],[12,1,2,2\mathrm{.}3,2,,,,,],[13,0,2,2\mathrm{.}7,2,,,,,],[,,,,,,,,,]]$

TOTAL ESALs