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D. 100 ft to 250 ft 637 X XI The circulatory flow of a 2-lane roundabout is 340 pc/h/In. The entry capacity of a 2-lane approach is: A. 774 pc/h B. 738 pc/h 133 C. 1512 pc/h D. 1033 pc/h 38) A 4-leg AWSC intersection with 2-lane approaches (1 lane in each direction) has conflict points. B A. 16 B. 32 C. 24 D.8
please help answers are provided already just need to know how
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please help answers are provided already just need to know how
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