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An approach to a signalized intersection has a saturation flow rate of 1800 veh/h. At the...

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Civil Engineering

An approach to a signalized intersection has a saturation flowrate of 1800 veh/h. At the beginning of an effective red, there are6 vehicles in queue and vehicles arrive at a rate of 900 veh/h. Thesignal has a 60-second cycle with 25 seconds of effective red. Whatis the total vehicle delay after one cycle?

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