2025 12 04 TIS Rev 4

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