2025 12 04 TIS Rev 4

17 0 0 0 0 0 975 % Cars 0 96.7 100 0 96.7 100 94.8 0 0 94.9 100 0 100 100 100 0 0 0 0 0 96.0 Trucks (SU) % Trucks (SU) 0 3.3 0 0 3.3 0 5.2 0 0 5.1 0 0 0 0 0 0 0 0 0 0 4.0 Trucks (TT) 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 % Trucks (TT) 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Peak Hour Analysis From 12:00 PM to 06:15 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 05:15 PM 05:15 PM 0 160 1 0 161 1 112 0 0 113 1 0 0 0 1 0 0 0 0 0 275 05:30 PM 0 154 1 0 155 5 124 0 0 129 1 0 1 0 2 0 0 0 0 0 286 05:45 PM 0 138 4 0 142 0 123 0 0 123 1 0 0 2 3 0 0 0 0 0 268 06:00 PM 0 141 3 0 144 2 110 0 0 112 3 0 1 0 4 0 0 0 1 1 261 Total Volume 0 593 9 0 602 8 469 0 0 477 6 0 2 2 10 0 0 0 1 1 1090 % App. Total 0 98.5 1.5 0 1.7 98.3 0 0 60 0 20 20 0 0 0 100 PHF .000 .927 .563 .000 .935 .400 .946 .000 .000 .924 .500 .000 .500 .250 .625 .000 .000 .000 .250 .250 .953 Cars 0 577 9 0 586 8 464 0 0 472 5 0 2 2 9 0 0 0 1 1 1068 % Cars 0 97.3 100 0 97.3 100 98.9 0 0 99.0 83.3 0 100 100 90.0 0 0 0 100 100 98.0 Trucks (SU) % Trucks (SU) 0 2.7 0 0 2.7 0 1.1 0 0 1.0 16.7 0 0 0 10.0 0 0 0 0 0 2.0 Trucks (TT) % Trucks (TT) 0 0 0 0 0 0 0 0 0 0 0 0

.1 0 0 1.0 16.7 0 0 0 10.0 0 0 0 0 0 2.0 Trucks (TT) % Trucks (TT) 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Dynamic Traffic, LLC www.dynamictraffic.com 732-681-0760 E/W: Eagle Rock Avenue (CR 611) File Name : Eagle Rock Ave & Rooney Terr-Dway - SAT N/S: Rosney Terrace/Driveway Site Code : 00000000 Town/County: West Oarnge/Middlesex Start Date : 4/20/2024 Job #: 1021-99-025T Page No : 1 Groups Printed- Cars - Trucks (SU) - Trucks (TT) Eagle Rock Avenue (CR 611) Eagle Rock Avenue (CR 611) Rosney Terrace 481 Eagle Rock Avenue Eastbound Westbound Northbound Southbound Start Time Left Thru Right Peds App. Total Left Thru Right Peds App. Total Left Thru Right Peds App. Total Left Thru Right Peds App. Total Int. Total 11:00 AM 0 129 0 0 129 3 110 0 0 113 0 0 0 1 1 0 0 0 0 0 243 11:15 AM 0 109 1 0 110 3 87 0 0 90 1 0 3 3 7 0 0 0 0 0 207 11:30 AM 0 106 1 0 107 1 86 0 0 87 1 0 0 0 1 0 0 0 0 0 195 11:45 AM 0 119 0 0 119 5 115 1 0 121 2 0 1 0 3 1 0 0 0 1 244 Total 0 463 2 0 465 12 398 1 0 411 4 0 4 4 12 1 0 0 0 1 889 12:00 PM 0 122 3 0 125 2 91 0 0 93 2 0 2 0 4 0 0 0 0 0 222 12:15 PM 0 100 1 0 101 3 107 0 0 110 1 0 2 1 4 0 0 0 0 0 215 12:30 PM 0 122 2 0 124 0 86 0 0 86 2 0 0 1 3 0 0 0 0 0 213 12:45 PM 1 103 2 0

215 12:30 PM 0 122 2 0 124 0 86 0 0 86 2 0 0 1 3 0 0 0 0 0 213 12:45 PM 1 103 2 0 106 1 97 1 0 99 0 0 3 4 7 0 1 0 0 1 213 Total 1 447 8 0 456 6 381 1 0 388 5 0 7 6 18 0 1 0 0 1 863 01:00 PM 0 119 2 0 121 5 88 1 0 94 1 0 2 3 6 0 0 1 0 1 222 01:15 PM 0 113 1 0 114 2 110 1 0 113 3 0 1 6 10 0 0 1 0 1 238 01:30 PM 0 120 1 0 121 3 104 0 0 107 1 0 1 2 4 0 0 0 0 0 232 01:45 PM 0 114 2 0 116 2 103 0 0 105 0 0 2 5 7 0 0 0 0 0 228 Total 0 466 6 0 472 12 405 2 0 419 5 0 6 16 27 0 0 2 0 2 920 Grand Total 1 1376 16 0 1393 30 1184 4 0 1218 14 0 17 26 57 1 1 2 0 4 2672 Apprch % 0.1 98.8 1.1 0 2.5 97.2 0.3 0 24.6 0 29.8 45.6 25 25 50 0 Total % 0 51.5 0.6 0 52.1 1.1 44.3 0.1 0 45.6 0.5 0 0.6 1 2.1 0 0 0.1 0 0.1 Cars 0 1355 1166 % Cars 0 98.5 87.5 0 98.3 93.3 98.5 100 0 98.4 85.7 0 94.1 100 94.7 100 0 100 0 75 98.2 Trucks (SU) % Trucks (SU) 100 1.5 12.5 0 1.7 6.7 1.5 0 0 1.6 14.3 0 5.9 0 5.3 0 100 0 0 25 1.8 Trucks (TT) % Trucks (TT) 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Dynamic Traffic, LLC www.dynamictraffic.com 732-681-0760 E/W: Eagle Rock Avenue (CR 611) File Name : Eagle Rock Ave & Rooney Terr-Dway - SAT N/S: Rosney Terrace/Driveway Site Code : 00000000 Town/County: West Oarnge/Middlesex Start Date : 4/20/2024 Job #: 1021-99-025T Page No : 2 Eagle Rock Avenue (CR 611) Eagle Rock Avenue (CR 611) Rosney Terrace 481 Eagle Rock Avenue Eastbound Westbound Northbound Southbound Start Time Left Thru Right Peds App. Total Left Thru Right Peds App. Total Left Thru Right Peds App. Total Left Thru Right Peds App. Total Int. Total Peak Hour Analysis From 11:00 AM to 01:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 01:00 PM 01:00 PM 0 119 2 0 121 5 88 1 0 94 1 0 2 3 6 0 0 1 0 1 222 01:15 PM 0 113 1 0 114 2 110 1 0 113 3 0 1 6 10 0 0 1 0 1 238 01:30 PM 0 120 1 0 121 3 104 0 0 107 1 0 1 2 4 0 0 0 0 0 232 01:45 PM 0 114 2 0 116 2 103 0 0 105 0 0 2 5 7 0 0 0 0 0 228 Total Volume 0 466 6 0 472 12 405 2 0 419 5 0 6 16 27 0 0 2 0 2 920 % App. Total 0 98.7 1.3 0 2.9 96.7 0.5 0 18.5 0 22.2 59.3 0 0 100 0 PHF .000 .971 .750 .000 .975 .600 .920 .500 .000 .927 .417 .000 .750 .667 .675 .000 .000 .500 .000 .500 .966 Cars 0 460 6 0 466 11 401 2 0 414 4 0 5 16 25 0 0 2 0 2 907 % Cars 0 98.7 100 0 98.7 91.7 99.0 100 0 98.8 80.0 0 83.3 100 92.6 0 0 100 0

16 25 0 0 2 0 2 907 % Cars 0 98.7 100 0 98.7 91.7 99.0 100 0 98.8 80.0 0 83.3 100 92.6 0 0 100 0 100 98.6 Trucks (SU) % Trucks (SU) 0 1.3 0 0 1.3 8.3 1.0 0 0 1.2 20.0 0 16.7 0 7.4 0 0 0 0 0 1.4 Trucks (TT) % Trucks (TT) 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Project ID: 25-340178-001 7:00 AM 8:45 AM Location: Whole Foods Market Dwy/Woodhull Ave & Eagle Rock Ave/CR 611 Day: Tuesday City: West Orange Date: 11/18/2025 4:00 PM 6:15 PM Groups Printed - Cars, PU, Vans - Heavy Trucks Whole Foods Market Dwy/Woodhull Ave Whole Foods Market Dwy/Woodhull Ave Eagle Rock Ave/CR 611 Eagle Rock Ave/CR 611 Northbound Southbound Eastbound Westbound Start Time Left Thru Rgt Uturn Peds App. Total Left Thru Rgt Uturn Peds App. Total Left Thru Rgt Uturn Peds App. Total Left Thru Rgt Uturn Peds App. Total Int. Total 7:00 AM 5 0 2 0 0 7 8 0 2 0 0 10 4 104 5 0 0 113 2 103 11 0 0 116 246 7:15 AM 10 0 3 0 0 13 5 0 2 0 2 7 2 164 6 0 1 172 1 118 11 0 0 130 322 7:30 AM 1 0 4 0 1 5 9 0 2 0 1 11 2 155 9 0 0 166 1 97 7 0 0 105 287 7:45 AM 1 0 4 0 0 5 4 0 1 0 0 5 5 116 4 0 1 125 1 119 12 0 1 132 267 Total 17 0 13 0 1 30 26 0 7 0 3 33 13 539 24 0 2 576 5 437 41 0 1 483

Total 17 0 13 0 1 30 26 0 7 0 3 33 13 539 24 0 2 576 5 437 41 0 1 483 1122 8:00 AM 2 0 3 0 1 5 7 0 6 0 0 13 6 117 4 0 1 127 1 131 18 0 1 150 295 8:15 AM 1 1 5 0 0 7 12 0 6 0 1 18 4 116 5 0 0 125 0 116 21 0 0 137 287 8:30 AM 1 1 7 0 0 9 13 0 8 0 1 21 7 111 3 0 0 121 1 114 29 0 0 144 295 8:45 AM 1 1 1 0 0 3 20 0 7 0 0 27 6 114 6 0 0 126 1 101 28 0 0 130 286 Total 5 3 16 0 1 24 52 0 27 0 2 79 23 458 18 0 1 499 3 462 96 0 1 561 1163 ***BREAK*** 4:00 PM 7 0 9 0 0 16 56 0 23 0 1 79 19 143 7 0 3 169 3 93 57 0 0 153 417 4:15 PM 7 5 13 0 0 25 46 3 22 0 0 71 15 124 8 0 3 147 3 93 50 0 0 146 389 4:30 PM 7 6 11 0 0 24 55 3 22 0 0 80 17 107 7 0 9 131 1 98 69 0 0 168 403 4:45 PM 15 3 9 0 0 27 54 5 37 0 0 96 14 127 6 0 1 147 2 94 65 0 0 161 431 Total 36 14 42 0 0 92 211 11 104 0 1 326 65 501 28 0 16 594 9 378 241 0 0 628 1640 5:00 PM 5 2 13 0 0 20 50 1 22 0

326 65 501 28 0 16 594 9 378 241 0 0 628 1640 5:00 PM 5 2 13 0 0 20 50 1 22 0 0 73 17 138 6 0 3 161 3 103 66 0 0 172 426 5:15 PM 13 3 11 0 2 27 54 4 20 0 0 78 22 149 14 0 0 185 1 92 57 0 1 150 440 5:30 PM 3 6 11 0 0 20 58 3 40 0 0 101 16 132 10 0 1 158 3 78 65 0 0 146 425 5:45 PM 9 1 8 0 0 18 62 4 20 0 0 86 19 129 6 0 2 154 3 94 71 0 0 168 426 Total 30 12 43 0 2 85 224 12 102 0 0 338 74 548 36 0 6 658 10 367 259 0 1 636 1717 6:00 PM 9 2 8 0 4 19 58 3 28 0 0 89 19 142 3 0 4 164 1 85 67 0 0 153 425 6:15 PM 6 3 8 0 1 17 61 5 25 0 1 91 17 93 11 0 1 121 4 88 69 0 0 161 390 Total 15 5 16 0 5 36 119 8 53 0 1 180 36 235 14 0 5 285 5 173 136 0 0 314 815 Grand Total 103 34 130 0 9 267 632 31 293 0 7 956 211 2281 120 0 30 2612 32 1817 773 0 3 2622 6457 Apprch % 38.6 12.7 48.7 0.0 3.4 66.1 3.2 30.6 0.0 0.7 8.1 87.3 4.6 0.0 1.1 1.2 69.3 29.5 0.0 0.1 Total % 1.6 0.5 2.0 0.0 0.1 4.1 9.8 0.5 4.5 0.0 0.1 14.8 3.3 35.3 1.9 0.0 0.5 40.5 0.5 28.1 12.0 0.0 0.0 40.6 Cars, PU, Vans

1.6 0.5 2.0 0.0 0.1 4.1 9.8 0.5 4.5 0.0 0.1 14.8 3.3 35.3 1.9 0.0 0.5 40.5 0.5 28.1 12.0 0.0 0.0 40.6 Cars, PU, Vans 100 34 129 0 263 623 31 293 0 947 207 2184 120 0 2511 31 1741 765 0 2537 6258 % Cars, PU, Vans 97.1 100.0 99.2 0.0 98.5 98.6 100.0 100.0 0.0 99.1 98.1 95.7 100.0 0.0 96.1 96.9 95.8 99.0 0.0 96.8 96.9 Buses 2 0 0 0 2 3 0 0 0 3 3 65 0 0 68 1 45 0 0 46 119 %Buses 1.9 0.0 0.0 0.0 0.7 0.5 0.0 0.0 0.0 0.3 1.4 2.8 0.0 0.0 2.6 3.1 2.5 0.0 0.0 1.8 1.8 Duals 1 0 1 0 2 6 0 0 0 6 1 27 0 0 28 0 27 7 0 34 70 %Duals 1.0 0.0 0.8 0.0 0.7 0.9 0.0 0.0 0.0 0.6 0.5 1.2 0.0 0.0 1.1 0.0 1.5 0.9 0.0 1.3 1.1 TTST 0 0 0 0 0 0 0 0 0 0 0 5 0 0 5 0 4 1 0 5 10 %TTST 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.2 0.0 0.0 0.2 0.0 0.2 0.1 0.0 0.2 0.2