Final Traffic Impact Analysis

National Data & Surveying Services Intersection Turning Movement Count Location: Main St & Kling St Project ID: 25-340072-002 City: West Orange Date: 5/20/2025 Data - Pedestrians (Crosswalks) NS/EW Streets: Main St Main St Kling St Kling St AM EB NORTH LEG WB EB SOUTH LEG WB NB EAST LEG SB NB WEST LEG SB TOTAL 7:00 AM 1 0 0 0 3 0 0 0 4 7:15 AM 0 0 0 0 1 2 0 0 3 7:30 AM 0 0 0 0 2 0 0 0 2 7:45 AM 0 0 0 0 8 4 0 0 12 8:00 AM 2 1 0 0 1 6 0 0 10 8:15 AM 1 0 0 1 7 5 0 0 14 8:30 AM 0 1 0 0 11 9 0 0 21 8:45 AM 1 0 1 0 8 9 0 0 19 EB

0 0 21 8:45 AM 1 0 1 0 8 9 0 0 19 EB WB EB WB NB SB NB SB TOTAL TOTAL VOLUMES : 5 2 1 1 41 35 0 0 85 APPROACH %'s : 71.43% 28.57% 50.00% 50.00% 53.95% 46.05% PEAK HR : 07:30 AM - 08:30 AM 7:30 AM 38 -1 -1 TOTAL PEAK HR VOL : 3 1 0 1 18 15 0 0 38 PEAK HR FACTOR : 0.375 0.250 0.250 0.563 0.625 0.679 0.333 0.250 0.688 Headers NEB NWB SEB SWB ENS ESB WNB WSB PM EB NORTH LEG WB EB SOUTH LEG WB NB EAST LEG SB NB WEST LEG SB TOTAL 4:00 PM 1 0 0 0 9 7 0 0 17 4:15 PM 0 1 0 0 7 7 0 0 15 4:30 PM 0 0 0 0 5 0 0 0

0 7 7 0 0 15 4:30 PM 0 0 0 0 5 0 0 0 5 4:45 PM 0 0 0 0 3 9 0 0 12 5:00 PM 0 0 0 1 14 8 0 0 23 5:15 PM 0 0 0 0 6 3 0 0 9 5:30 PM 0 0 1 0 4 4 0 0 9 5:45 PM 0 1 0 0 7 3 0 0 11 6:00 PM 1 3 0 1 9 10 0 0 24 6:15 PM 3 1 0 0 6 0 0 0 10 6:30 PM 1 2 1 0 3 7 0 0 14 6:45 PM 0 3 0 0 1 2 0 0 6 EB WB EB WB NB SB NB SB TOTAL TOTAL VOLUMES : 6 11 2 2 74 60 0 0 155 APPROACH %'s : 35.29% 64.71% 50.00% 50.00% 55.22% 44.78% PEAK HR : 05:15 PM - 06:15 PM 5:15 PM 291 -3 -3 TOTAL PEAK HR VOL : 1 4 1 1 26 20 0 0 53 PEAK HR FACTOR : 0.250 0.333 0.250 0.250 0.722 0.500 0.552 0.313 0.500 0.605