Question $3$

$1pts$

A given traffic stream has an average time headway of $2\mathrm{.}5s$ and an average spacing of $60m.$ Determine the Flow $($pcu$/$hr$)$ for the traffic stream as a whole number $($no decimal places$).$

Question $4$

$4$ pts

$\backslash$table$[[\backslash$table$[[$Start$],[$Time$]],$Transportation Road$],[$L$,$T$,$R$,$L$,$T$],[715,100,269,84,65,393],[730,84,284,87,85,455],[745,118,300,99,87,492],[800,99,268,78,80,300],[$PHF$,,1,,,]]$

Above is a set of one hour turning movement counts $($TMCs$).$ In each box above enter the peak hour factor $($PHF$)$ for each turfing movement to two decimal places and with the zero before the decimal $($i$.$e$.0\mathrm{.}87)$ Also calculate the peak hour factor for the total intersection volume and enter this is the corresponding box above with the same rounding convention.