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Supporting Documentation · Mar 20, 2025

470 Eagle TIS 6 4 24

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Traffic Impact Study Proposed Popeye’s & Fast Food Restaurant – West Orange Table 2 Level of Service Criteria for Unsignalized Intersections Level of Average Control Delay Service (seconds per vehicle) A 0.0 to 10.0 B 10.1 to 15.0 C 15.1 to 25.0 D 25.1 to 35.0 E 35.1 to 50.0 F greater than 50.0 It should be noted that the analyses within the 2010 Highway Capacity Manual assume a random arrival for all the movements, which may not be the case if an adjacent traffic signal is present that platoons vehicles. All capacity analyses were performed utilizing the Highway Capacity Software (HCS 7). Table 3 summarizes the existing Levels of Service (LOS) and delays. All capacity analysis calculation worksheets are contained in Appendix C. Table 3 Existing Levels of Service Direction/ Intersection AM PSH PM PSH SAT PSH Movement EB LT A (8) A (8) A (8) Eagle Rock Avenue and Rosney WB LT A (9) A (9) A (9) Terrace/Mayfair Farms Driveway NB LTR B (14) C (18) B (11) SB LTR C (19) C (20) C (18) 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/Mayfair Farms Driveway Rosney Terrace/the Mayfair Farms Driveway intersect Eagle Rock Avenue to form a an

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taining to each of the existing intersections analyzed. Eagle Rock Avenue and Rosney Terrace/Mayfair Farms Driveway Rosney Terrace/the Mayfair Farms Driveway intersect Eagle Rock Avenue to form a an unsignalized four-leg intersection with Rosney Terrace and the Mayfair Farms 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 Mayfair Farms Driveway provides a shared left turn/through/right turn lane. A review of the existing analysis reveals that the individual intersection movements operate at Levels of Service “C” or better during the analyzed peak periods. See Table 3 for the individual movement Levels of Service and delays. Page 4

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