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 - Cars 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 ET

0 ET 0 ER 0 EU 0 WL 1 WT 0 WR 0 WU TOTAL 11:00 AM 0 115 19 0 2 91 0 0 0 0 0 0 18 0 5 0 250 11:15 AM 0 100 14 0 2 131 0 0 0 0 0 0 17

18 0 5 0 250 11:15 AM 0 100 14 0 2 131 0 0 0 0 0 0 17 0 4 0 268 11:30 AM 0 104 18 0 1 138 0 0 0 0 0 0 15 0 4 0 280 11:45 AM 0 113 16 0 5 124 0 0 0 0 0 0 22 0 6 0 286 12:00 PM 0 128 15 0 2 99 0 0 0 0 0 0 18 0 0 0 262 12:15 PM 0 100 22 0 2 127 0 1 0 0 0 0 23 0 2 0 277 12:30 PM 0 99 15 0 3 128 0 0 0 0 0 0 16 0 5 0 266 12:45 PM 0 113 14 0 2 144 0 0 0 0 0 0 17 0 7 0 297 1:00 PM 0 119 20 0 0 121 0 1 0 0 0 0 11 0 5 0 277 1:15 PM 0 106 23 0 4 103 0 0 0 0 0 0 20 0 3 0 259 1:30 PM 0 93 13 0 2 128 0 0 0 0 0 0 14 0 4 0 254 1:45 PM 0 94 19 0 2 100 0 0 0 0 0 0 11 0 12 1 239 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL TOTAL VOLUMES : 0 1284

NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL TOTAL VOLUMES : 0 1284 208 0 27 1434 0 2 0 0 0 0 202 0 57 1 3215 APPROACH %'s : 0.00% 86.06% 13.94% 0.00% 1.85% 98.02% 0.00% 0.14% 77.69% 0.00% 21.92% 0.38% PEAK HR : 12:15 PM - 01:15 PM 12:15 PM 166 0 0 TOTAL PEAK HR VOL : 0 431 71 0 7 520 0 2 0 0 0 0 67 0 19 0 1117 PEAK HR FACTOR : 0.000 0.905 0.807 0.000 0.583 0.903 0.000 0.500 0.000 0.000 0.000 0.000 0.728 0.000 0.679 0.000 0.940 0.903 0.906 0.860