2025 12 04 TIS Rev 4

Traffic Impact Study Proposed Popeye’s & Fast Food Restaurant – West Orange Future Capacity Analysis Operational conditions at the study intersections were analyzed under the No Build and Build conditions and are summarized in Table 7 below. Table 7 Future Levels of Service AM PSH PM PSH SAT PSH Direction/ Intersection No Build No Build No Build Movement Build Build Build Build w/MIT. Build w/MIT. Build w/MIT. Eagle Rock Avenue WB L a (9) a (9) - a (9) a (9) - a (9) a (9) - and Rosney Terrace/Mayfair NB LTR b (14) b (13) - c (20) c (18) - b (11) b (11) - Farms Driveway L C (34) C (34) - E (58) E (58) - E (65) E (65) - EB TR A (5) A (5) - A (10) A (10) - A (9) A (9) - Eagle Rock Avenue WB LTR A (3) A (3) - A (5) A (5) - B (17) A (2) - and Woodhull NB LTR C (31) C (31) - C (34) C (34) - C (33) C (33) - Avenue/Whole L C (32) C (32) - C (33) C (33) - C (32) C (32) - Foods Driveway SB LT C (32) C (32) - C (33) C (33) C (32) C (32) R - - - A (5) A (5) - A (4) A (4) -

C (33) C (32) C (32) R - - - A (5) A (5) - A (4) A (4) - Overall A (6) A (6) - B (15) B (15) - C (20) B (15) - LT E (80) F (81) E (77) F (83) F (86) E (78) D (50) D (49) D (51) EB R C (25) C (27) C (25) B (16) B (16) B (16) B (14) B (15) B (15) L E (70) E (70) E (80) E (75) E (75) E (75) F (84) F (84) E (79) WB LTR D (51) D (51) E (56) E (62) E (63) E (63) E (67) E (69) E (65) Eagle Rock Avenue L E (75) F (79) E (77) E (66) E (68) E (72) E (67) E (73) E (73) and Prospect NB T E (65) E (65) E (63) D (53) D (53) D (52) D (54) D (54) D (53) Avenue R F (83) F (83) E (79) F (102) F (102) F (101) D (39) D (39) D (38) L E (56) E (56) E (56) D (46) D (46) D (47) D (46) D (46) D (46) SB TR F (85) F (85) F (83) E (56) E (56) E (56) E (65) E (65) E (64) Overall E (68) E (69) E (69) E (68) E (68) E (67) E (56) E (56) E (55) Eagle Rock Avenue WB L - a (9) - - a (9) - - a (9) - and East Site Driveway NB LR - c (17) - - c (18) - - c (18) - Eagle Rock Avenue WB L - a (9) - - a (9) - - a (9) - and West Site Driveway NB R - b (10) - - b (11) -

- a (9) - - a (9) - and West Site Driveway NB R - b (10) - - b (11) - - b (10) - a (#) - Unsignalized Intersection Level of Service (seconds of delay per vehicle) A (#) - Signalized Intersection Level of Service (seconds of delay per vehicle) Eagle Rock Avenue and Rosney Terrace/Mayfair Farms Driveway With the addition of the site traffic, the individual intersection movements are anticipated to operate at No Build Levels of Service “C” or better during the analyzed peak periods. See Table 7 for the individual movement Levels of Service and delays. Page 10