A certain lane group in a pre-timed signalized intersection has a volume-to-capacity ratio of 0.8. If the cycle length is 80 seconds, you are required to calculate the minimum effective green time that must be allocated for that lane group to ensure that the uniform delay is less than 8 seconds per vehicle.
This is question of uniform delay concept. We have taken uniform delay 8 sec. and put these value to the formula.
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