Engineering, 18.11.2020 01:00 wtwbegay

An approach to a pre-timed signal has 30 seconds of effective red, and D/D/1 queuing holds. The total delay at the approach is 83.33 veh-s/cycle and the saturation flow rate is 1000 veh/h. If the capacity of the approach equals the number of arrivals per cycle, determine the approach flow rate and cycle length.

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An approach to a pre-timed signal has 30 seconds of effective red, and D/D/1 queuing holds. The tota...