2022 10 21 Traffic Impact Study

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

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 0 0 114 2 83 0 0 85 0 0 1 1 2 2 0 0 0 2 203 12:30 PM

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 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 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

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 File Name : Prospect Ave & Eagle Rock Ave PM N/S: Prospect Avenue Site Code : 00000000 Town/County: West Orange/Essex Start Date : 1/23/2018 Job #: 1797-16-001TE Page No : 1 Groups Printed- Cars - Trucks Eagle Rock Avenue Eagle Rock Avenue Prospect Avenue Prospect 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 04:30 PM 16 73 50 0 139 117 67 16 0 200 76 216 134 0 426 28 189 7 1 225 990 04:45 PM 8 67 60 0 135 100 54 21 1 176 77 215 120 0 412 29 194 13 0 236 959 Total 24 140 110 0 274 217 121 37 1 376 153 431 254 0 838 57 383 20 1 461 1949 05:00 PM 19 72 65 0 156 104 51 18 0 173 94 218 158 0 470 25 168 10 0 203 1002 05:15 PM 11 83 52 0 146 98 51 23 0 172 80 180 158 0 418 30 158 15 2 205 941 05:30 PM 17 86 57 1 161 91 59 15 1 166 91 209 191 0 491 30 157 8 0 195 1013 05:45 PM 9 72 54 0 135 78 67 29 0 174

91 59 15 1 166 91 209 191 0 491 30 157 8 0 195 1013 05:45 PM 9 72 54 0 135 78 67 29 0 174 90 195 159 0 444 34 205 10 0 249 1002 Total 56 313 228 1 598 371 228 85 1 685 355 802 666 0 1823 119 688 43 2 852 3958 06:00 PM 11 70 51 0 132 88 50 8 1 147 97 183 187 0 467 33 166 11 3 213 959 06:15 PM 5 93 52 0 150 88 45 18 0 151 88 212 153 0 453 33 177 8 1 219 973 Grand Total 96 616 441 1 1154 764 444 148 3 1359 693 1628 1260 0 3581 242 1414 82 7 1745 7839 Apprch % 8.3 53.4 38.2 0.1 56.2 32.7 10.9 0.2 19.4 45.5 35.2 0 13.9 81 4.7 0.4 Total % 1.2 7.9 5.6 0 14.7 9.7 5.7 1.9 0 17.3 8.8 20.8 16.1 0 45.7 3.1 18 1 0.1 22.3 Cars 96 605 428 1 1130 756 438 145 3 1342 687 1614 1256 0 3557 238 1401 82 7 1728 7757 % Cars 100 98.2 97.1 100 97.9 99 98.6 98 100 98.7 99.1 99.1 99.7 0 99.3 98.3 99.1 100 100 99 99 Trucks 0 11 13 0 24 8 6 3 0 17 6 14 4 0 24 4 13 0 0 17 82 % Trucks 0 1.8 2.9 0 2.1 1 1.4 2 0 1.3 0.9 0.9 0.3 0 0.7 1.7 0.9 0 0 1 1

Appendix C Capacity Analysis

HCS7 Two-Way Stop-Control Report General Information Site Information Analyst CGH Intersection Eagle Rock & Rosney/Dway Agency/Co. Dynamic Traffic Jurisdiction Essex County Date Performed 10/18/2022 East/West Street Eagle Rock Avenue Analysis Year EX North/South Street Rosney Terrace/Driveway Time Analyzed PM PSH Peak Hour Factor 0.95 Intersection Orientation East-West Analysis Time Period (hrs) 0.25 Project Description 1021-99-025T Lanes Major Street: East-West Vehicle Volumes and Adjustments Approach Eastbound Westbound Northbound Southbound Movement U L T R U L T R U L T R U L T R Priority 1U 1 2 3 4U 4 5 6 7 8 9 10 11 12 Number of Lanes 0 0 2 0 0 0 2 0 0 1 0 0 1 0 Configuration LT TR LT TR LTR LTR Volume (veh/h) 1 712 6 10 595 0 1 0 8 3

LTR Volume (veh/h) 1 712 6 10 595 0 1 0 8 3 0 1 Percent Heavy Vehicles (%) 0 0 0 0 0 0 0 0 Proportion Time Blocked Percent Grade (%) -2 2 Right Turn Channelized Median Type | Storage Undivided Critical and Follow-up Headways Base Critical Headway (sec) 4.1 4.1 7.5 6.5 6.9 7.5 6.5 6.9 Critical Headway (sec) 4.10 4.10 7.10 6.10 6.70 7.90 6.90 7.10 Base Follow-Up Headway (sec) 2.2 2.2 3.5 4.0 3.3 3.5 4.0 3.3 Follow-Up Headway (sec) 2.20 2.20 3.50 4.00 3.30 3.50 4.00 3.30 Delay, Queue Length, and Level of Service Flow Rate, v (veh/h) 1 11 9 4 Capacity, c (veh/h) 965 864 507 205 v/c Ratio 0.00 0.01 0.02 0.02 95% Queue Length, Q₉₅ (veh) 0.0 0.0 0.1 0.1 Control Delay (s/veh) 8.7 9.2

0.1 0.1 Control Delay (s/veh) 8.7 9.2 12.2 22.9 Level of Service (LOS) A A B C Approach Delay (s/veh) 0.0 0.2 12.2 22.9 Approach LOS B C Copyright © 2022 University of Florida. All Rights Reserved. HCS™ TWSC Version 7.8.5 Generated: 10/18/2022 8:44:33 AM EX PM - Eagle Rock Ave & Rosney Terr-Dway.xtw