Supporting Documentation · Jun 15, 2022
2022 10 21 Traffic Impact Study
40a5508d456e42428d454952779d2a8e40973bde02609f90f16beb20e65bff0bIndexed text · page 5
Show all pagesTraffic Impact Study Proposed Popeye’s & Fast Food Restaurant – West Orange Table II Existing Levels of Service Direction/ Intersection PM PSH SAT PSH Movement EB LT A (9) A (9) Eagle Rock Avenue and Rosney WB LT A (9) A (9) Terrace/Mayfield Driveway NB LTR B (12) C (18) SB LTR C (23) C (22) A (#) - Unsignalized Intersection Level of Service (seconds of delay per vehicle) The following are discussions pertaining to each of the existing intersections analyzed. Eagle Rock Avenue and Rosney Terrace/Mayfield Driveway Rosney Terrace/the Mayfield Driveway intersect Eagle Rock Avenue to form a an unsignalized four- leg intersection with Rosney Terrace and the Mayfield Driveway under stop control. The eastbound and westbound approaches of Eagle Rock Avenue each provide a shared left turn/through lane and a shared through/right turn lane. The northbound approach of Rosney Terrace provides a shared left turn/through/right turn lane. The southbound approach of the Mayfield Driveway provides a shared left turn/through/right turn lane. A review of the existing analysis reveals that the individual intersection movements operate at Level of Service “C” or better during the analyzed peak periods. See Table II for the individual movement Levels of Service and delays. Page 4
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- Sep 29, 2026
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