(b) An approach to a pretimed signal has 25 seconds of effective green in a 60-second cycle. The approach volume is 500
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(b) An approach to a pretimed signal has 25 seconds of effective green in a 60-second cycle. The approach volume is 500
(b) An approach to a pretimed signal has 25 seconds of effective green in a 60-second cycle. The approach volume is 500 vph and the saturation flow rate is 1400 vph. Calculate the average vehicle delay assuming D/D/1 queuing.
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