Supporting Documentation · May 6, 2026
Final Traffic Impact Analysis
aec2e510e606a1af2c38c73e89ce552d1a1d437a9696db16e214e314aaf50cfeIndexed text · page 32
Show all pagesNational Data & Surveying Services Intersection Turning Movement Count Location: Main St & Erwin Pl Project ID: 25-340072-001 City: West Orange Date: 5/20/2025 Data - Pedestrians (Crosswalks) NS/EW Streets: Main St Main St Erwin Pl Erwin Pl AM EB NORTH LEG WB EB SOUTH LEG WB NB EAST LEG SB NB WEST LEG SB TOTAL 7:00 AM 0 1 0 1 0 0 2 5 9 7:15 AM 0 0 0 1 0 0 0 6 7 7:30 AM 0 0 1 0 0 0 0 5 6 7:45 AM 0 0 0 0 0 0 4 4 8 8:00 AM 0 0 0 0 0 0 0 3 3 8:15 AM 0 0 1 1 0 0 0 2 4 8:30 AM 1 0 0 0 0 0 3 5 9 8:45 AM 0 0 0 0 0 0 6 10 16 EB WB EB WB NB SB NB SB TOTAL TOTAL
0 0 6 10 16 EB WB EB WB NB SB NB SB TOTAL TOTAL VOLUMES : 1 1 2 3 0 0 15 40 62 APPROACH %'s : 50.00% 50.00% 40.00% 60.00% 27.27% 72.73% PEAK HR : 07:30 AM - 08:30 AM 7:30 AM 38 -1 -1 TOTAL PEAK HR VOL : 0 0 2 1 0 0 4 14 21 PEAK HR FACTOR : 0.500 0.250 0.250 0.700 0.656 0.375 0.563 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 0 0 2 0 0 0 6 3 11 4:15 PM 0 0 0 1 0 0 4 3 8 4:30 PM 0 0 1 1 0 0 6 7 15 4:45 PM 0 1 1 3 0 0 1 6
1 0 0 6 7 15 4:45 PM 0 1 1 3 0 0 1 6 12 5:00 PM 0 0 1 0 0 0 2 2 5 5:15 PM 0 0 0 1 0 0 6 2 9 5:30 PM 0 0 0 0 0 0 3 3 6 5:45 PM 0 0 0 0 0 0 5 3 8 6:00 PM 1 0 0 0 0 0 1 1 3 6:15 PM 0 0 0 0 0 0 0 1 1 6:30 PM 0 0 0 0 0 0 0 4 4 6:45 PM 0 0 0 0 0 0 1 0 1 EB WB EB WB NB SB NB SB TOTAL TOTAL VOLUMES : 1 1 5 6 0 0 35 35 83 APPROACH %'s : 50.00% 50.00% 45.45% 54.55% 50.00% 50.00% PEAK HR : 05:00 PM - 06:00 PM 5:00 PM 290 -3 -3 TOTAL PEAK HR VOL : 0 0 1 1 0 0 16 10 28 PEAK HR FACTOR : 0.250 0.250 0.667 0.833 0.778 0.500 0.813
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- Sep 29, 2026
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