What is the total vehicle delay two full cycles

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Reference no: EM131142210

At the start of the effective red at an intersection approach to a pretimed signal, vehicles begin to arrive at a rate of 800 veh/h for the first 40 seconds and 500 veh/h from then on.

The approach has a saturation flow rate of 1200 veh/h and an effective green of 20 seconds, and the cycle length is 40 seconds.

What is the total vehicle delay two full cycles after the 800- veh/h arrival rate begins? (Assume D/D/1 queuing.)

Reference no: EM131142210

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