Capacity of movement


Problem:

The intersection of Hal Greer Blvd and 5th street in Huntington wv has a 70 second cycle length.

Required:

If the southbound left-turn movement has a green time of 15 seconds, what is the capacity of that movement, assuming the saturation flow rate is "ideal"?

Note: Could someone please give me a step by step solution?

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Civil Engineering: Capacity of movement
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