Please Solve All Parts $(7)$ Consider saturation headway knowledge and the data in the table below $($Heavy vehicles are denoted by an H$)1.$ Vehicle Position in Queue Cycle $3\mathrm{.}503\mathrm{.}504\mathrm{.}003\mathrm{.}253\mathrm{.}452\mathrm{.}502\mathrm{.}502\mathrm{.}502\mathrm{.}752\mathrm{.}252\mathrm{.}002\mathrm{.}001\mathrm{.}801\mathrm{.}802\mathrm{.}001\mathrm{.}801\mathrm{.}801\mathrm{.}801\mathrm{.}902\mathrm{.}001\mathrm{.}801\mathrm{.}801\mathrm{.}801\mathrm{.}904$ Average A$.$ What is the saturation headway from the data in the table? B$.$ What is the corresponding saturation flow rate for the data in the table? C$.$ What is the ideal saturation flow rate? D$.$ What is the average start$-$up lost time per phase? E$.$ If the approach has $34\mathrm{.}5$ seconds of effective green time from a $60$ second cycle what is an estimate of the approach capacity?