Question: Wi 1 0 Traffic flow for a four - legged intersection is as shown in following figure. Given that the lost time per phase is

Wi 10 Traffic flow for a four-legged intersection is as shown in following figure.
Given that the lost time per phase is 2.4 seconds, saturation headway is 2.2
seconds, amber time is 3 seconds per phase, find the cycle length, green
.time. Assume critical v/c ratio as 0.9
Phase plan
Wi 1 0 Traffic flow for a four - legged

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