Traffic Study revised 062626 resubmission 4933 0058 5912 v1

Traffic Impact Study Proposed Automotive Service and Retail Center – West Orange, NJ Future Capacity Analysis Operational conditions at the study intersections were analyzed under the No Build and Build conditions and are summarized in the table below. Table 6 Future Levels of Service AM PSH PM PSH Sat PSH Direction/ Intersection No No No Movement Build Build Build Build Build Build L D (38) D (38) C (35) D (35) C (34) C (35) EB TR A (1) A (1) A (1) A (1) A (1) A (1) WB LTR D (41) D (41) D (36) D (36) D (35) D (36) Prospect Avenue (CR 577) L A (6) A (6) A (8) A (8) A (8) A (8) and Rooney Circle / NB TR A (6) A (6) A (8) A (8) A (7) A (8) Shopping Center Driveway LT B (10) B (10) B (15) B (15) B (16) B (16) SB R A (3) A (3) A (4) A (4) A (5) A (5) Overall A (9) A (9) B (12) B (12) B (12) B (12) Prospect Avenue (577) and WB LR/R a (10) a (10) b (13) b (12) b (10) b (11) Blueberry Bend Driveway SB L a (8) - b (11) - a (9) - Prospect Avenue (CR 577) WB R a (10) a (10) b (11) b (12) b (10) b (11) and Site Driveway a (#) - Unsignalized

Prospect Avenue (CR 577) WB R a (10) a (10) b (11) b (12) b (10) b (11) and Site Driveway a (#) - Unsignalized Intersection Level of Service (seconds of delay per vehicle) A (#) - Signalized Intersection Level of Service (seconds of delay per vehicle) Prospect Avenue (CR 577) and Rooney Circle / Shopping Center Driveway With the addition of site generated traffic, the intersection is projected to operate at overall No Build intersection levels of service “B” or better during the analyzed peak hours. Additionally, each movement is anticipated to operate at levels of service “D” or better with minimal increases in delays from the No Build condition. See Table 6 for the individual movement levels of service and delays. Prospect Avenue (CR 577) and Blueberry Bend Driveway With the addition of site generated traffic and the anticipated Essex County restriction of left turns at the driveway with additional signage and striping, the right turn movement is projected to operate at No Build levels of service “B” or better during the analyzed peak hours. See Table 6 for the individual movement levels of service and delays. Prospect Avenue (CR 577) and Site Driveway With the addition of site generated traffic, the individual intersection movements are projected to operate at No Build levels of service “B” or better during the analyzed peak hours. See Table 6 for the individual movement levels of service and delays. Page 9