Example:

Study the Effect of adding a speed hump on LOS and the Overall capacity of the following approach.

Input:

Number of Lanes $=3$

Lane Width $=3\mathrm{.}4m$

Median $=$ Yes

Shoulders $=0\mathrm{.}6m$

Traffic Volume $=1275$

Topography $($i$.$e$.$ Terrain: Level $/$Rolling$/$ Mountainous$)$

$HV\%=12\%PHF=0\mathrm{.}9,$ Access points $=6$acc. Pt$.\frac{?}{km}$

Observed Speed $=70k\frac{m}{h}r.$