Final Traffic Impact Analysis

0 ET 0 ER 0 EU 0 WL 0 WT 0 WR 0 WU TOTAL 11:00 AM 0 4 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4 11:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11:30 AM 0 3 0 0 0 0 0 0 0 0 0 0 0 0 0 0

0 0 0 11:30 AM 0 3 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3 11:45 AM 0 4 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4 12:00 PM 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 12:15 PM 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 12:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12:45 PM 0 1 0 0 0 1 0 0 0 0 0 0 0 0 0 0 2 1:00 PM 0 1 0 0 0 2 0 0 0 0 0 0 0 0 0 0 3 1:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:45 PM 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 1 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL TOTAL VOLUMES : 0 15 0 0 0 4 0 0 0 0 0 0 0 0 0 0 19 APPROACH %'s : 0.00% 100.00% 0.00% 0.00% 0.00% 100.00% 0.00% 0.00% PEAK HR : 12:15 PM - 01:15 PM 12:15 PM 166 0 0

0.00% 0.00% 0.00% 100.00% 0.00% 0.00% PEAK HR : 12:15 PM - 01:15 PM 12:15 PM 166 0 0 TOTAL PEAK HR VOL : 0 3 0 0 0 3 0 0 0 0 0 0 0 0 0 0 6 PEAK HR FACTOR : 0.000 0.750 0.000 0.000 0.000 0.375 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.500 0.750 0.375

National Data & Surveying Services Intersection Turning Movement Count Location: Main St & Prospect Pl Project ID: 25-340072-003 City: West Orange Date: 5/31/2025 Data - Pedestrians (Crosswalks) NS/EW Streets: Main St Main St Prospect Pl Prospect Pl NOON EB NORTH LEG WB EB SOUTH LEG WB NB EAST LEG SB NB WEST LEG SB TOTAL 11:00 AM 1 1 1 1 0 0 3 1 8 11:15 AM 0 3 2 1 0 0 2 6 14 11:30 AM 3 1 0 1 0 0 1 2 8 11:45 AM 0 2 3 2 0 0 3 4 14 12:00 PM 2 2 2 0 0 0 2 4 12 12:15 PM 0 0 0 2 0 0 9 3 14 12:30 PM 1 0 0 1 0 0 3 2 7 12:45 PM 0 0 0 1 0 0 5 2 8 1:00 PM 1 1 0 1 0 0 0

0 1 0 0 5 2 8 1:00 PM 1 1 0 1 0 0 0 2 5 1:15 PM 0 1 1 0 0 0 1 0 3 1:30 PM 0 1 2 1 0 0 3 3 10 1:45 PM 0 0 0 1 0 0 3 5 9 EB WB EB WB NB SB NB SB TOTAL TOTAL VOLUMES : 8 12 11 12 0 0 35 34 112 APPROACH %'s : 40.00% 60.00% 47.83% 52.17% 50.72% 49.28% PEAK HR : 12:15 PM - 01:15 PM 12:15 PM 164 -2 -2 TOTAL PEAK HR VOL : 2 1 0 5 0 0 17 9 34 PEAK HR FACTOR : 0.500 0.250 0.625 0.472 0.750 0.607 0.375 0.625 0.542

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