Town CrierWest Orange, New Jersey
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Supporting Documentation · Jul 30, 2024

Traffic Report

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Indexed text · page 99

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Page 99

Existing total approach peak hour traffic volumes for the aforementioned intersections are as follows: Intersection of Eagle Rock Avenue and Oval Road Existing Approach Peak Hour Traffic Volumes Approach AM PM Eagle Rock Avenue E.B. 459 783 Eagle Rock Avenue W.B. 851 471 Oval Road S.B. 135 105 Intersection of Eagle Rock Avenue and Laurel Avenue Existing Approach Peak Hour Traffic Volumes Approach AM PM Eagle Rock Avenue E.B. 802 792 Eagle Rock Avenue W.B. 907 496 Laurel Avenue N.B. 449 764 Intersection of Oval Road and Rappleye Court Existing Approach Peak Hour Traffic Volumes Approach AM PM Oval Road N.B. 60 111 Oval Road S.B. 92 72 Rappleye Court W.B. 46 35 Intersection of Oval Road and Bongart Drive Existing Approach Peak Hour Traffic Volumes Approach AM PM Oval Road N.B. 40 84 Oval Road S.B. 66 53 Bongart Drive W.B. 32 15 5

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