2025 12 04 TIS Rev 4

Project ID: 25-340178-002 Location: Prospect Ave/CR 577 & Eagle Rock Ave/CR 611 Day: Tuesday City: West Orange PEAK HOURS Date: 11/18/2025 AM Prospect Ave/CR 577 Prospect Ave/CR 577 Eagle Rock Ave/CR 611 Eagle Rock Ave/CR 611 Northbound Southbound Eastbound Westbound Start Time Left Thru Rgt Uturn App. Total Left Thru Rgt Uturn App. Total Left Thru Rgt Uturn App. Total Left Thru Rgt Uturn App. Total Int. Total Peak Hour Analysis from 07:00 AM - 09:00 AM Peak Hour for Entire Intersection Begins at 07:45 AM 7:45 AM 44 214 199 0 457 12 204 9 0 225 8 71 44 0 123 242 84 14 0 340 1145 8:00 AM 44 207 177 0 428 10 176 8 0 194 13 55 53 0 121 299 97 16 0 412 1155 8:15 AM 53 215 168 0 436 12 173 14 0 199 13 73 54 0 140 244 70 17 0 331 1106 8:30 AM 40 198 156 0 394 21 183 16 0 220 12 56 57 0 125 250 81 29 0 360 1099 Total Volume 181 834 700 0 1715 55 736 47 0 838 46 255 208 0 509 1035 332 76 0 1443 4505 % App. Total 10.6 48.6 40.8 0.0 100 6.6 87.8 5.6 0.0 100 9.0 50.1 40.9 0.0 100 71.7 23.0 5.3 0.0 100 PHF 0.938 0.931 0.909 0.876 0.975 Cars, PU, Vans 170

0.938 0.931 0.909 0.876 0.975 Cars, PU, Vans 170 781 675 0 1626 51 712 45 0 808 42 237 201 0 480 1018 315 65 0 1398 4312 % Cars, PU, Vans 93.9 93.6 96.4 0.0 94.8 92.7 96.7 95.7 0.0 96.4 91.3 92.9 96.6 0.0 94.3 98.4 94.9 85.5 0.0 96.9 95.7 Buses 7 5 6 0 18 4 2 1 0 7 0 14 6 0 20 7 11 2 0 20 65 %Buses 3.9 0.6 0.9 0.0 1.0 7.3 0.3 2.1 0.0 0.8 0.0 5.5 2.9 0.0 3.9 0.7 3.3 2.6 0.0 1.4 1.4 Duals 4 40 16 0 60 0 16 1 0 17 4 4 1 0 9 10 5 7 0 22 108 %Duals 2.2 4.8 2.3 0.0 3.5 0.0 2.2 2.1 0.0 2.0 8.7 1.6 0.5 0.0 1.8 1.0 1.5 9.2 0.0 1.5 2.4 TTST 0 8 3 0 11 0 6 0 0 6 0 0 0 0 0 0 1 2 0 3 20 %TTST 0.0 1.0 0.4 0.0 0.6 0.0 0.8 0.0 0.0 0.7 0.0 0.0 0.0 0.0 0.0 0.0 0.3 2.6 0.0 0.2 0.4 PM Prospect Ave/CR 577 Prospect Ave/CR 577 Eagle Rock Ave/CR 611 Eagle Rock Ave/CR 611 Northbound Southbound Eastbound Westbound Start Time Left Thru Rgt Uturn App. Total Left Thru Rgt Uturn App. Total Left Thru Rgt Uturn App. Total Left Thru Rgt Uturn App. Total Int. Total Peak Hour Analysis from 04:00 PM - 06:30 PM Peak Hour for Entire Intersection Begins at 05:00 PM 5:00 PM 68 190

n App. Total Left Thru Rgt Uturn App. Total Int. Total Peak Hour Analysis from 04:00 PM - 06:30 PM Peak Hour for Entire Intersection Begins at 05:00 PM 5:00 PM 68 190 220 0 478 16 147 52 0 215 25 95 68 0 188 134 55 12 0 201 1082 5:15 PM 72 204 228 0 504 28 159 26 0 213 24 110 62 0 196 143 49 9 0 201 1114 5:30 PM 68 197 236 0 501 28 160 26 0 214 26 124 69 0 219 145 45 11 0 201 1135 5:45 PM 64 173 240 0 477 18 159 38 0 215 25 115 72 0 212 121 66 10 0 197 1101 Total Volume 272 764 924 0 1960 90 625 142 0 857 100 444 271 0 815 543 215 42 0 800 4432 % App. Total 13.9 39.0 47.1 0.0 100 10.5 72.9 16.6 0.0 100 12.3 54.5 33.3 0.0 100 67.9 26.9 5.3 0.0 100 PHF 0.972 0.997 0.930 0.995 0.976 Cars, PU, Vans 270 756 918 0 1944 89 612 141 0 842 99 434 264 0 797 535 212 41 0 788 4371 % Cars, PU, Vans 99.3 99.0 99.4 0.0 99.2 98.9 97.9 99.3 0.0 98.2 99.0 97.7 97.4 0.0 97.8 98.5 98.6 97.6 0.0 98.5 98.6 Buses 1 1 0 0 2 0 0 0 0 0 0 5 2 0 7 0 1 0 0 1 10 %Buses 0.4 0.1 0.0 0.0 0.1 0.0 0.0 0.0 0.0 0.0 0.0 1.1 0.7 0.0 0.9 0.0 0.5 0.0 0.0 0.1 0.2 Duals 1 4 6 0 11 1 9 1 0 11 0

0.0 1.1 0.7 0.0 0.9 0.0 0.5 0.0 0.0 0.1 0.2 Duals 1 4 6 0 11 1 9 1 0 11 0 4 5 0 9 7 2 1 0 10 41 %Duals 0.4 0.5 0.6 0.0 0.6 1.1 1.4 0.7 0.0 1.3 0.0 0.9 1.8 0.0 1.1 1.3 0.9 2.4 0.0 1.3 0.9 TTST 0 3 0 0 3 0 4 0 0 4 1 1 0 0 2 1 0 0 0 1 10 %TTST 0.0 0.4 0.0 0.0 0.2 0.0 0.6 0.0 0.0 0.5 1.0 0.2 0.0 0.0 0.2 0.2 0.0 0.0 0.0 0.1 0.2