There is a $7\mathrm{.}5$ km two$-$lane highway segment in level terrain. Traffic volumes $($two way$)$ are $1100$ veh$/$h$.$Percent Trucks: $10\%,$ Percent RV$\text{'}$s: $7\%,$ Peak Hour Factor: $0\mathrm{.}97,$ directional split $70/30$ and no passing zones of $30\%.$ Base free flow speed is $80$kph$,$ lane width of $3\mathrm{.}65$m$,$ shoulder width of $3$ft and an access points$/$mi of $30.$