Apply the Webster method for cycle length and split calculation

$PHF=0\mathrm{.}92$

Level terrain

Target $\frac{w}{c}$ ratio $=0\mathrm{.}95$

Moderate pedestrian activity

Average approach speeds:

$30m\frac{i}{h}N-S$

$40m\frac{i}{h}E-W$

Crosswalk widths $=10ft$

Crosswalk setback $-2\mathrm{.}0$ ft

Vehicle deceleration $($a$)=10\mathrm{.}0f\frac{t}{s^2}$

Driver reaction time $(t)=1\mathrm{.}0s$

Pedestrian walking speed $=3\mathrm{.}5s$

Length of typical vehicle $=18ft$

$l_1=lon=2\mathrm{.}0s$

Volume counts: