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 - Total 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 0 118 19 0 2 93 0 0 0 0 0 0 20 0 7 0 259 11:15 AM 0 102 15 0 3 136 0 0 0 0 0 0 19 0 4 0 279 11:30 AM 0 106 18 0 2 143

136 0 0 0 0 0 0 19 0 4 0 279 11:30 AM 0 106 18 0 2 143 0 0 0 0 0 0 16 0 4 0 289 11:45 AM 0 115 16 0 5 127 0 0 0 0 0 0 22 0 6 0 291 12:00 PM 0 132 15 0 2 102 0 0 0 0 0 0 18 0 0 0 269 12:15 PM 0 104 22 0 2 129 0 1 0 0 0 0 23 0 2 0 283 12:30 PM 0 101 15 0 3 129 0 0 0 0 0 0 17 0 5 0 270 12:45 PM 0 114 14 0 2 146 0 0 0 0 0 0 17 0 7 0 300 1:00 PM 0 122 20 0 0 125 0 1 0 0 0 0 11 0 5 0 284 1:15 PM 0 109 23 0 4 107 0 0 0 0 0 0 20 0 3 0 266 1:30 PM 0 96 13 0 2 132 0 0 0 0 0 0 14 0 4 0 261 1:45 PM 0 99 20 0 2 103 0 0 0 0 0 0 11 0 13 1 249 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL TOTAL VOLUMES : 0 1318 210 0 29 1472 0 2 0 0 0 0 208 0 60 1 3300 APPROACH %'s : 0.00%

0 1318 210 0 29 1472 0 2 0 0 0 0 208 0 60 1 3300 APPROACH %'s : 0.00% 86.26% 13.74% 0.00% 1.93% 97.94% 0.00% 0.13% 77.32% 0.00% 22.30% 0.37% PEAK HR : 12:15 PM - 01:15 PM 12:15 PM 12:00 AM TOTAL PEAK HR VOL : 0 441 71 0 7 529 0 2 0 0 0 0 68 0 19 0 1137 PEAK HR FACTOR : 0.000 0.904 0.807 0.000 0.583 0.906 0.000 0.500 0.000 0.000 0.000 0.000 0.739 0.000 0.679 0.000 0.948 0.901 0.909 0.870