470 Eagle TIS 6 4 24

4 0 1 0 5 0 0 0 0 0 511 12:00 PM 0 86 1 0 87 2 48 0 1 51 0 0 0 0 0 0 0 0 0 0 138 12:15 PM 0 91 3 0 94 2 95 0 5 102 0 0 1 0 1 0 0 0 0 0 197 12:30 PM 0 123 2 0 125 2 133 0 0 135 1 0 1 0 2 0 0 0 0 0 262 12:45 PM 0 113 0 0 113 2 98 0 2 102 0 0 2 0 2 0 0 0 0 0 217 Total 0 413 6 0 419 8 374 0 8 390 1 0 4 0 5 0 0 0 0 0 814 01:00 PM 0 154 0 0 154 3 122 0 1 126 0 0 2 0 2 0 0 0 0 0 282 01:15 PM 0 129 1 0 130 4 77 0 0 81 0 0 2 0 2 0 0 0 0 0 213 01:30 PM 0 78 0 0 78 1 77 0 1 79 1 0 0 0 1 0 0 0 0 0 158 01:45 PM 0 70 1 0 71 0 71 0 1 72 0 0 0 0 0 0 0 0 0 0 143 Total 0 431 2 0 433 8 347 0 3 358 1 0 4 0 5 0 0 0 0 0 796 Grand Total 0 1107 15 0 1122 17 947 1 19 984 6 0 9 0 15 0 0 0 0 0 2121 Apprch % 0 98.7 1.3 0 1.7 96.2 0.1 1.9 40 0 60 0 0 0 0 0 Total % 0 52.2 0.7 0 52.9 0.8 44.6 0 0.9 46.4

1.7 96.2 0.1 1.9 40 0 60 0 0 0 0 0 Total % 0 52.2 0.7 0 52.9 0.8 44.6 0 0.9 46.4 0.3 0 0.4 0 0.7 0 0 0 0 0 Cars 0 1107 15 0 1122 17 947 1 19 984 6 0 9 0 15 0 0 0 0 0 2121 % Cars 0 100 100 0 100 100 100 100 100 100 100 0 100 0 100 0 0 0 0 0 100 Trucks (SU) 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 % Trucks (SU) 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 % 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 1904 Main Street, Lake Como, NJ 07719 245 Main Street - Suite #110, Chester, NJ 07930 732-681-0760 E/W: Eagle Rock Avenue (CR 611) File Name : Eagle Rock Ave & Rosney Terrace-Dway - SAT N/S: Rosney Terrace/Driveway Site Code : 00000000 Town/County: West Orange/Essex Start Date : 6/17/2023 Job #: 1021-99-025T Page No : 2 Eagle Rock Avenue (CR 611) Eagle Rock Avenue (CR 611) Rosney Terrace Mayfield Driveway 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 12:30 PM 12:30 PM 0 123 2 0 125 2 133 0 0 135 1 0 1 0 2 0 0 0 0 0 262 12:45 PM 0 113 0 0 113 2 98 0 2 102 0 0 2 0 2 0 0 0 0 0 217 01:00 PM 0 154 0 0 154 3 122 0 1 126 0 0 2 0 2 0 0 0 0 0 282 01:15 PM 0 129 1 0 130 4 77 0 0 81 0 0 2 0 2 0 0 0 0 0 213 Total Volume 0 519 3 0 522 11 430 0 3 444 1 0 7 0 8 0 0 0 0 0 974 % App. Total 0 99.4 0.6 0 2.5 96.8 0

0 0 3 444 1 0 7 0 8 0 0 0 0 0 974 % App. Total 0 99.4 0.6 0 2.5 96.8 0 0.7 12.5 0 87.5 0 0 0 0 0 PHF .000 .843 .375 .000 .847 .688 .808 .000 .375 .822 .250 .000 .875 .000 1.00 .000 .000 .000 .000 .000 .863 Cars 0 519 3 0 522 11 430 0 3 444 1 0 7 0 8 0 0 0 0 0 974 % Cars 0 100 100 0 100 100 100 0 100 100 100 0 100 0 100 0 0 0 0 0 100 Trucks (SU) 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 % Trucks (SU) 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 % 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 - AMPM N/S: Rosney Terrace/Driveway Site Code : 00000000 Town/County: West Orange/Middlesex Start Date : 4/16/2024 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 07:00 AM 0 79 1 0 80 2 91 0 0 93 3 0 0 4 7 0 0 0 0 0 180 07:15 AM 1 138 2 0 141 1 108 0 0 109 4 0 0 2 6 0 0 0 0 0 256 07:30 AM 0 165 2 0 167 2 98 0 0 100 1 0 2 2 5 0 0 0 0 0 272 07:45 AM 0 118 0 0 118 1 93 0 0 94 5 0 6 1 12 0 0 0 0 0 224 Total 1 500 5 0 506 6 390 0 0 396 13 0 8 9 30 0 0 0 0 0 932 08:00 AM 0 122 0 0 122 2 96 0 0 98 0 0 1 1 2 0 0 0 0 0 222 08:15 AM 0 156 2 0 158 2 111 0 0 113 0 0 1 1 2 0 0 0 0 0 273 08:30 AM 0 120 0 0 120 1 125 0 0 126 1 0 0 4 5 0 0 0 0 0 251 08:45 AM 0 146

0 273 08:30 AM 0 120 0 0 120 1 125 0 0 126 1 0 0 4 5 0 0 0 0 0 251 08:45 AM 0 146 3 0 149 2 111 0 0 113 3 0 3 2 8 0 0 0 0 0 270 Total 0 544 5 0 549 7 443 0 0 450 4 0 5 8 17 0 0 0 0 0 1016 *** BREAK *** 04:30 PM 0 101 0 0 101 4 96 0 0 100 1 0 0 0 1 0 0 0 0 0 202 04:45 PM 0 138 3 0 141 0 95 0 0 95 1 0 1 0 2 0 0 0 0 0 238 Total 0 239 3 0 242 4 191 0 0 195 2 0 1 0 3 0 0 0 0 0 440 05:00 PM 0 144 1 0 145 4 104 0 0 108 0 0 3 4 7 0 0 0 0 0 260 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 Total 0 596 7 0 603 10 463 0 0 473 3 0 4 6 13 0 0 0 0 0 1089 06:00 PM 0 141 3 0 144 2 110 0 0 112 3 0 1 0 4 0 0 0 1 1 261 06:15 PM 0 128 1 0 129 2 119 0 0 121 1 0 1 4 6 0 0 0 1 1 257 Grand Total 1 2148 24 0 2173 31 1716 0 0 1747 26 0 20 27 73 0 0 0 2 2 3995 Apprch % 0 98.8 1.1 0 1.8 98.2 0 0 35.6 0 27.4 37 0 0 0 100 Total % 0 53.8

0 0 2 2 3995 Apprch % 0 98.8 1.1 0 1.8 98.2 0 0 35.6 0 27.4 37 0 0 0 100 Total % 0 53.8 0.6 0 54.4 0.8 43 0 0 43.7 0.7 0 0.5 0.7 1.8 0 0 0 0.1 0.1 Cars 1 2075 1645 % Cars 100 96.6 91.7 0 96.5 93.5 95.9 0 0 95.8 92.3 0 90 100 94.5 0 0 0 100 100 96.2 Trucks (SU) % Trucks (SU) 0 3.4 8.3 0 3.4 6.5 4.1 0 0 4.1 7.7 0 10 0 5.5 0 0 0 0 0 3.8 Trucks (TT) 0 1 0 0 1 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 2 % Trucks (TT) 0 0 0 0 0 0 0.1 0 0 0.1 0 0 0 0 0 0 0 0 0 0 0.1

Dynamic Traffic, LLC www.dynamictraffic.com 732-681-0760 E/W: Eagle Rock Avenue (CR 611) File Name : Eagle Rock Ave & Rooney Terr-Dway - AMPM N/S: Rosney Terrace/Driveway Site Code : 00000000 Town/County: West Orange/Middlesex Start Date : 4/16/2024 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 07:00 AM to 11:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 08:00 AM 08:00 AM 0 122 0 0 122 2 96 0 0 98 0 0 1 1 2 0 0 0 0 0 222 08:15 AM 0 156 2 0 158 2 111 0 0 113 0 0 1 1 2 0 0 0 0 0 273 08:30 AM 0 120 0 0 120 1 125 0 0 126 1 0 0 4 5 0 0 0 0 0 251 08:45 AM 0 146 3 0 149 2 111 0 0 113 3 0 3 2 8 0 0 0 0 0 270 Total Volume 0 544 5 0 549 7 443 0 0 450 4 0 5 8 17 0 0 0 0 0 1016 % App. Total 0 99.1 0.9 0 1.6 98.4 0 0 23.5 0 29.4 47.1 0 0 0 0 PHF .000 .872 .417 .000 .869 .875 .886 .000 .000 .893 .333 .000 .417 .500 .531 .000 .000 .000 .000 .000 .930 Cars 0 526 5 0 531 7 420 0 0 427 4 0 5 8 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

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