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Supporting Documentation · Dec 18, 2025

2025 12 04 TIS Rev 4

Preserved file SHA-256baa476468fca674cae0d03d4be88aad017ab36ed4766db9567a90c572397de59

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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 Ave File Name : Eagle Rock Ave & Rosney Terrace-Dway - SAT N/S: Rosney Terrace/Dway Site Code : 00000000 Town/County: West Orange/Essex Start Date : 5/22/2021 Job #: 1021-99-025T Page No : 1 Groups Printed- Cars - Trucks (SU) - Trucks (TT) Eagle Rock Avenue (CR Eagle Rock Avenue (CR Rosney Terrace Mayfield Driveway 611) 611) Northbound Southbound Eastbound Westbound 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 0 108 0 0 108 0 88 0 0 88 2 0 1 3 6 0 0 0 0 0 202 11:15 AM 0 130 2 0 132 2 103 0 0 105 0 0 2 3 5 0 0 0 0 0 242 11:30 AM 0 97 2 0 99 1 95 0 0 96 1 0 0 2 3 0 0 0 0 0 198 11:45 AM 0 114 0 0 114 1 112 0 0 113 2 0 1 0 3 0 0 0 0 0 230 Total 0 449 4 0 453 4 398 0 0 402 5 0 4 8 17 0 0 0 0 0 872 12:00 PM 0 111 2 0 113 2 116 0 0 118 1 0 1 1 3 0 0 1 0 1 235 12:15 PM 0 114

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872 12:00 PM 0 111 2 0 113 2 116 0 0 118 1 0 1 1 3 0 0 1 0 1 235 12:15 PM 0 114 0 0 114 2 83 0 0 85 0 0 1 1 2 2 0 0 0 2 203 12:30 PM 0 114 2 0 116 0 121 0 0 121 2 0 0 0 2 0 0 0 1 1 240 12:45 PM 1 113 2 2 118 2 112 0 0 114 1 0 1 2 4 0 0 0 0 0 236 Total 1 452 6 2 461 6 432 0 0 438 4 0 3 4 11 2 0 1 1 4 914 01:00 PM 0 103 0 0 103 2 91 0 0 93 1 0 1 1 3 0 0 1 0 1 200 01:15 PM 0 114 1 0 115 3 87 0 0 90 0 0 0 1 1 0 0 2 0 2 208 01:30 PM 0 103 1 0 104 0 111 0 0 111 0 0 0 0 0 0 0 0 0 0 215 01:45 PM 0 101 1 0 102 2 100 0 0 102 0 0 0 1 1 0 0 0 0 0 205 Total 0 421 3 0 424 7 389 0 0 396 1 0 1 3 5 0 0 3 0 3 828 Grand Total 1 1322 13 2 1338 17 1219 0 0 1236 10 0 8 15 33 2 0 4 1 7 2614 Apprch % 0.1 98.8 1 0.1 1.4 98.6 0 0 30.3 0 24.2 45.5 28.6 0 57.1 14.3 Total % 0 50.6 0.5 0.1 51.2 0.7 46.6 0 0 47.3 0.4 0 0.3 0.6 1.3 0.1 0 0.2 0 0.3 Cars 1 1316 13 2 1332 17 1208 0 0 1225 10 0 8 15 33 2 0 4 1 7 2597 % Cars 100 99.5 100 100 99.6 100 99.1 0 0

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1332 17 1208 0 0 1225 10 0 8 15 33 2 0 4 1 7 2597 % Cars 100 99.5 100 100 99.6 100 99.1 0 0 99.1 100 0 100 100 100 100 0 100 100 100 99.3 Trucks (SU) 0 6 0 0 6 0 11 0 0 11 0 0 0 0 0 0 0 0 0 0 17 % Trucks (SU) 0 0.5 0 0 0.4 0 0.9 0 0 0.9 0 0 0 0 0 0 0 0 0 0 0.7 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 Eagle Rock Avenue (CR Eagle Rock Avenue (CR Rosney Terrace Mayfield Driveway 611) 611) Northbound Southbound Eastbound Westbound 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 12:00 PM 12:00 PM 0 111 2 0 113 2 116 0 0 118 1 0 1 1 3 0 0 1 0 1 235 12:15 PM 0 114 0 0 114 2 83 0 0 85 0 0 1 1 2 2 0 0 0 2 203 12:30 PM 0 114 2 0 116 0 121 0 0 121 2 0 0 0 2 0 0 0 1 1 240 12:45 PM 1 113 2 2 118 2 112 0 0 114 1 0 1 2 4 0 0 0 0 0

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0 0 1 1 240 12:45 PM 1 113 2 2 118 2 112 0 0 114 1 0 1 2 4 0 0 0 0 0 236 Total Volume 1 452 6 2 461 6 432 0 0 438 4 0 3 4 11 2 0 1 1 4 914 % App. Total 0.2 98 1.3 0.4 1.4 98.6 0 0 36.4 0 27.3 36.4 50 0 25 25 PHF .250 .991 .750 .250 .977 .750 .893 .000 .000 .905 .500 .000 .750 .500 .688 .250 .000 .250 .250 .500 .952 Cars 1 450 6 2 459 6 430 0 0 436 4 0 3 4 11 2 0 1 1 4 910 % Cars 100 99.6 100 100 99.6 100 99.5 0 0 99.5 100 0 100 100 100 100 0 100 100 100 99.6 Trucks (SU) 0 2 0 0 2 0 2 0 0 2 0 0 0 0 0 0 0 0 0 0 4 % Trucks (SU) 0 0.4 0 0 0.4 0 0.5 0 0 0.5 0 0 0 0 0 0 0 0 0 0 0.4 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

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