When calculating cy possible delay.

For actuated signal cot$.$

green for minor street.

ional control. Vehicle movemen shown in Table $1.20$

Section III: $(65$ points$)$

A new intersection is warranted to have a signal control flow rates are shown in Table directional vo for the Intersection points$]$

$\backslash$table$[[$Flow$,$NL$,407,221,,],[$Volume$,368,4000,1000,,],[$Sation$,1000,1000,,,]]$

Using a leading and lagging design, please do the green sp $21$ seconds.:

Length is $95$ seconds and Phase