2025 12 04 TIS Rev 4

[32] [20] [40] Site LEGEND Existing Roadway Proposed Roadway

Proposed Roadway AM (PM) [SAT] Signalized Intersection Proposed Popeye's & IHOP Restaurants Figure 10 Traffic Impact Study 1021-99-025T Build Traffic Volumes

Appendix B Project Information

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 - PM N/S: Rosney Terrace/Dway Site Code : 00000000 Town/County: West Orange/Essex Start Date : 5/26/2021 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 04:30 PM 0 122 0 1 123 1 96 0 0 97 0 0 1 0 1 0 0 0 0 0 221 04:45 PM 0 122 2 0 124 0 114 0 0 114 0 0 1 0 1 1 0 0 0 1 240 Total 0 244 2 1 247 1 210 0 0 211 0 0 2 0 2 1 0 0 0 1 461 05:00 PM 0 128 2 0 130 2 106 0 0 108 1 0 4 5 10 1 0 0 0 1 249 05:15 PM 0 130 0 0 130 4 103 0 0 107 0 0 0 0 0 0 0 1 0 1 238 05:30 PM 0 112 0 0 112 5 97 0 0 102 1 0 2 0 3 0 0 0 0 0 217 05:45 PM 0 117

238 05:30 PM 0 112 0 0 112 5 97 0 0 102 1 0 2 0 3 0 0 0 0 0 217 05:45 PM 0 117 3 0 120 1 102 0 0 103 2 0 2 0 4 0 0 0 0 0 227 Total 0 487 5 0 492 12 408 0 0 420 4 0 8 5 17 1 0 1 0 2 931 06:00 PM 0 145 0 0 145 1 105 0 0 106 3 0 0 0 3 1 0 0 0 1 255 06:15 PM 1 96 1 0 98 12 87 0 0 99 0 0 4 0 4 1 0 1 0 2 203 Grand Total 1 972 8 1 982 26 810 0 0 836 7 0 14 5 26 4 0 2 0 6 1850 Apprch % 0.1 99 0.8 0.1 3.1 96.9 0 0 26.9 0 53.8 19.2 66.7 0 33.3 0 Total % 0.1 52.5 0.4 0.1 53.1 1.4 43.8 0 0 45.2 0.4 0 0.8 0.3 1.4 0.2 0 0.1 0 0.3 Cars 1 962 8 1 972 26 804 0 0 830 7 0 14 5 26 4 0 2 0 6 1834 % Cars 100 99 100 100 99 100 99.3 0 0 99.3 100 0 100 100 100 100 0 100 0 100 99.1 Trucks (SU) 0 10 0 0 10 0 5 0 0 5 0 0 0 0 0 0 0 0 0 0 15 % Trucks (SU) 0 1 0 0 1 0 0.6 0 0 0.6 0 0 0 0 0 0 0 0 0 0 0.8 Trucks (TT) 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 1 % 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 Eagle Rock Avenue (CR Eagle Rock Avenue (CR

0 0 0 0 0 0.1 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 04:30 PM to 06:15 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:30 PM 04:30 PM 0 122 0 1 123 1 96 0 0 97 0 0 1 0 1 0 0 0 0 0 221 04:45 PM 0 122 2 0 124 0 114 0 0 114 0 0 1 0 1 1 0 0 0 1 240 05:00 PM 0 128 2 0 130 2 106 0 0 108 1 0 4 5 10 1 0 0 0 1 249 05:15 PM 0 130 0 0 130 4 103 0 0 107 0 0 0 0 0 0 0 1 0 1 238 Total Volume 0 502 4 1 507 7 419 0 0 426 1 0 6 5 12 2 0 1 0 3 948 % App. Total 0 99 0.8 0.2 1.6 98.4 0 0 8.3 0 50 41.7 66.7 0 33.3 0 PHF .000 .965 .500 .250 .975 .438 .919 .000 .000 .934 .250 .000 .375 .250 .300 .500 .000 .250 .000 .750 .952 Cars 0 495 4 1 500 7 415 0 0 422 1 0 6 5 12 2 0 1 0 3 937 % Cars 0 98.6 100 100 98.6 100 99.0 0 0 99.1 100 0 100 100 100 100 0 100 0 100 98.8 Trucks (SU) 0 7 0 0 7 0 3 0 0 3 0 0 0 0 0 0 0 0 0 0

0 100 0 100 98.8 Trucks (SU) 0 7 0 0 7 0 3 0 0 3 0 0 0 0 0 0 0 0 0 0 10 % Trucks (SU) 0 1.4 0 0 1.4 0 0.7 0 0 0.7 0 0 0 0 0 0 0 0 0 0 1.1 Trucks (TT) 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 1 % Trucks (TT) 0 0 0 0 0 0 0.2 0 0 0.2 0 0 0 0 0 0 0 0 0 0 0.1

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

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

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