Final Traffic Impact Analysis

National Data & Surveying Services Intersection Turning Movement Count Location: Main St & Kling St City: West Orange Project ID: 25-340072-002 Control: 1-Way Stop(WB) Date: 5/31/2025 Data - HT NS/EW Streets: Main St Main St Kling St Kling St NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND NOON 0 NL 1 NT 0 NR 0 NU 0 SL 1 ST 0 SR 0 SU 0 EL 0

0 ET 0 ER 0 EU 0 WL 1 WT 0 WR 0 WU TOTAL 11:00 AM 0 3 0 0 0 2 0 0 0 0 0 0 2 0 2 0 9 11:15 AM 0 2 1 0

0 0 2 0 0 0 0 0 0 2 0 2 0 9 11:15 AM 0 2 1 0 1 5 0 0 0 0 0 0 2 0 0 0 11 11:30 AM 0 2 0 0 1 5 0 0 0 0 0 0 1 0 0 0 9 11:45 AM 0 2 0 0 0 3 0 0 0 0 0 0 0 0 0 0 5 12:00 PM 0 4 0 0 0 3 0 0 0 0 0 0 0 0 0 0 7 12:15 PM 0 4 0 0 0 2 0 0 0 0 0 0 0 0 0 0 6 12:30 PM 0 2 0 0 0 1 0 0 0 0 0 0 1 0 0 0 4 12:45 PM 0 1 0 0 0 2 0 0 0 0 0 0 0 0 0 0 3 1:00 PM 0 3 0 0 0 4 0 0 0 0 0 0 0 0 0 0 7 1:15 PM 0 3 0 0 0 4 0 0 0 0 0 0 0 0 0 0 7 1:30 PM 0 3 0 0 0 4 0 0 0 0 0 0 0 0 0 0 7 1:45 PM 0 5 1 0 0 3 0 0 0 0 0 0 0 0 1 0 10 NL NT NR NU SL ST SR SU EL ET

0 0 0 0 1 0 10 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL TOTAL VOLUMES : 0 34 2 0 2 38 0 0 0 0 0 0 6 0 3 0 85 APPROACH %'s : 0.00% 94.44% 5.56% 0.00% 5.00% 95.00% 0.00% 0.00% 66.67% 0.00% 33.33% 0.00% PEAK HR : 12:15 PM - 01:15 PM 12:15 PM 166 0 0 TOTAL PEAK HR VOL : 0 10 0 0 0 9 0 0 0 0 0 0 1 0 0 0 20 PEAK HR FACTOR : 0.000 0.625 0.000 0.000 0.000 0.563 0.000 0.000 0.000 0.000 0.000 0.000 0.250 0.000 0.000 0.000 0.714 0.625 0.563 0.250