Traffic Study revised 062626 resubmission 4933 0058 5912 v1

Traffic Impact Study Proposed Automotive Service and Retail Center – West Orange, NJ Table 3 Existing Levels of Service Direction/ Intersection AM PSH PM PSH Sat PSH Movement L D (36) C (34) C (33) EB TR A (0) A (1) A (1) WB LTR D (40) D (35) C (35) Prospect Avenue (CR 577) and Rooney L A (5) A (7) A (7) NB Circle / Shopping Center Driveway TR A (5) A (8) A (7) LT A (9) B (14) B (14) SB R A (3) A (4) A (4) Overall A (8) B (11) B (11) Prospect Avenue (CR 577) and Blueberry WB LR a (10) b (12) a (10) Bend Driveway SB L a (8) a (10) a (8) Prospect Avenue (CR 577) and Site Driveway WB R a (10) b (11) a (10) a (#) - Unsignalized Intersection Level of Service (seconds of delay per vehicle) A (#) - Signalized Intersection Level of Service (seconds of delay per vehicle) The following are discussions pertaining to each of the existing intersections analyzed. Prospect Avenue (CR 577) and Rooney Circle / Shopping Center Driveway Rooney Circle and the Shopping Center Driveway intersect Prospect Avenue to form a four-leg intersection controlled by a traffic signal. The signal timing directive was obtained from Essex County which indicates that a four-phase 90-second background cycle is utilized (the

to form a four-leg intersection controlled by a traffic signal. The signal timing directive was obtained from Essex County which indicates that a four-phase 90-second background cycle is utilized (the traffic signal timing directive is included in Appendix B). The northbound approach of Prospect Avenue provides one left turn lane, one dedicated through lane, and one shared through/right turn lane, while the southbound approach provides one shared left turn/through lane, one dedicated through lane, and one right turn lane. The eastbound approach of Rooney Circle provides one left turn lane and one shared through/right turn lane. The westbound approach of the shopping center driveway provides one shared lane for all movements. Right turn on red is only allowed for the eastbound approach of Rooney Circle and the southbound approach of Prospect Avenue. A review of the existing analysis reveals that the intersection operates at overall levels of service “B” or better and all movements operate at levels of service “D” or better during the analyzed peak periods. See Table 3 for the individual movement levels of service and delays. Page 4