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5 May, 22:45

the AADT for a section of suburban freeway is 150000 veh/day. Assuming this is an urban radial facility, what range of directional design hour volumes would be expected?

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  1. 5 May, 22:57
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    design hour volumes will be 4000 to 6000

    Explanation:

    given data

    AADT = 150000 veh/day

    solution

    we get here design hour volumes that is express as

    design hour volumes = AADT * k * D ... 1

    here k is factor and its range is 8 to 12 % for urban

    and D is directional distribution i. e traffic equal divided by the direction

    so here design hour volumes will be 4000 to 6000
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