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What is the critical capacity of the approach

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Reference no: EM132416265

An intersection approach the normal flow rate is 1000 vehicles per hour and saturation flow rate is 2800 vehicles per hour, optimum signal cycle length is 90 sec, green ratio for the given approach road is 0.55. What is the critical capacity of the approach and average delay per vehicle under this conditions.

Reference no: EM132416265

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