470 Eagle TIS 6 4 24

Dynamic Traffic, LLC www.dynamictraffic.com 732-681-0760 E/W: Eagle Rock Avenue (CR 611) File Name : Eagle Rock Ave & Rooney Terr-Dway - SAT N/S: Rosney Terrace/Driveway Site Code : 00000000 Town/County: West Oarnge/Middlesex Start Date : 4/20/2024 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 11:00 AM 0 129 0 0 129 3 110 0 0 113 0 0 0 1 1 0 0 0 0 0 243 11:15 AM 0 109 1 0 110 3 87 0 0 90 1 0 3 3 7 0 0 0 0 0 207 11:30 AM 0 106 1 0 107 1 86 0 0 87 1 0 0 0 1 0 0 0 0 0 195 11:45 AM 0 119 0 0 119 5 115 1 0 121 2 0 1 0 3 1 0 0 0 1 244 Total 0 463 2 0 465 12 398 1 0 411 4 0 4 4 12 1 0 0 0 1 889 12:00 PM 0 122 3 0 125 2 91 0 0 93 2 0 2 0 4 0 0 0 0 0 222 12:15 PM 0 100 1 0 101 3 107 0 0 110 1 0 2 1 4 0 0 0 0 0 215 12:30 PM 0 122 2 0 124 0 86 0 0 86 2 0 0 1 3 0 0 0 0 0 213 12:45 PM 1 103 2 0

215 12:30 PM 0 122 2 0 124 0 86 0 0 86 2 0 0 1 3 0 0 0 0 0 213 12:45 PM 1 103 2 0 106 1 97 1 0 99 0 0 3 4 7 0 1 0 0 1 213 Total 1 447 8 0 456 6 381 1 0 388 5 0 7 6 18 0 1 0 0 1 863 01:00 PM 0 119 2 0 121 5 88 1 0 94 1 0 2 3 6 0 0 1 0 1 222 01:15 PM 0 113 1 0 114 2 110 1 0 113 3 0 1 6 10 0 0 1 0 1 238 01:30 PM 0 120 1 0 121 3 104 0 0 107 1 0 1 2 4 0 0 0 0 0 232 01:45 PM 0 114 2 0 116 2 103 0 0 105 0 0 2 5 7 0 0 0 0 0 228 Total 0 466 6 0 472 12 405 2 0 419 5 0 6 16 27 0 0 2 0 2 920 Grand Total 1 1376 16 0 1393 30 1184 4 0 1218 14 0 17 26 57 1 1 2 0 4 2672 Apprch % 0.1 98.8 1.1 0 2.5 97.2 0.3 0 24.6 0 29.8 45.6 25 25 50 0 Total % 0 51.5 0.6 0 52.1 1.1 44.3 0.1 0 45.6 0.5 0 0.6 1 2.1 0 0 0.1 0 0.1 Cars 0 1355 1166 % Cars 0 98.5 87.5 0 98.3 93.3 98.5 100 0 98.4 85.7 0 94.1 100 94.7 100 0 100 0 75 98.2 Trucks (SU) % Trucks (SU) 100 1.5 12.5 0 1.7 6.7 1.5 0 0 1.6 14.3 0 5.9 0 5.3 0 100 0 0 25 1.8 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

Dynamic Traffic, LLC www.dynamictraffic.com 732-681-0760 E/W: Eagle Rock Avenue (CR 611) File Name : Eagle Rock Ave & Rooney Terr-Dway - SAT N/S: Rosney Terrace/Driveway Site Code : 00000000 Town/County: West Oarnge/Middlesex Start Date : 4/20/2024 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 11:00 AM to 01:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 01:00 PM 01:00 PM 0 119 2 0 121 5 88 1 0 94 1 0 2 3 6 0 0 1 0 1 222 01:15 PM 0 113 1 0 114 2 110 1 0 113 3 0 1 6 10 0 0 1 0 1 238 01:30 PM 0 120 1 0 121 3 104 0 0 107 1 0 1 2 4 0 0 0 0 0 232 01:45 PM 0 114 2 0 116 2 103 0 0 105 0 0 2 5 7 0 0 0 0 0 228 Total Volume 0 466 6 0 472 12 405 2 0 419 5 0 6 16 27 0 0 2 0 2 920 % App. Total 0 98.7 1.3 0 2.9 96.7 0.5 0 18.5 0 22.2 59.3 0 0 100 0 PHF .000 .971 .750 .000 .975 .600 .920 .500 .000 .927 .417 .000 .750 .667 .675 .000 .000 .500 .000 .500 .966 Cars 0 460 6 0 466 11 401 2 0 414 4 0 5 16 25 0 0 2 0 2 907 % Cars 0 98.7 100 0 98.7 91.7 99.0 100 0 98.8 80.0 0 83.3 100 92.6 0 0 100 0

16 25 0 0 2 0 2 907 % Cars 0 98.7 100 0 98.7 91.7 99.0 100 0 98.8 80.0 0 83.3 100 92.6 0 0 100 0 100 98.6 Trucks (SU) % Trucks (SU) 0 1.3 0 0 1.3 8.3 1.0 0 0 1.2 20.0 0 16.7 0 7.4 0 0 0 0 0 1.4 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

Appendix C Capacity Analysis

HCS Two-Way Stop-Control Report General Information Site Information Analyst JTT Intersection Eagle Rock & Rosney/Dway Agency/Co. Dynamic Traffic Jurisdiction Essex County Date Performed 04/24/24 East/West Street Eagle Rock Avenue Analysis Year EX North/South Street Rosney Terrace/Driveway Time Analyzed AM PSH Peak Hour Factor 0.93 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) 1 544 5 7 443 0 4 0 5 1

LTR Volume (veh/h) 1 544 5 7 443 0 4 0 5 1 0 0 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 8 10 1 Capacity, c (veh/h) 1096 995 427 258 v/c Ratio 0.00 0.01 0.02 0.00 95% Queue Length, Q₉₅ (veh) 0.0 0.0 0.1 0.0 Control Delay (s/veh) 8.3 0.0 8.6 0.1

0.1 0.0 Control Delay (s/veh) 8.3 0.0 8.6 0.1 13.6 19.0 Level of Service (LOS) A A A A B C Approach Delay (s/veh) 0.0 0.2 13.6 19.0 Approach LOS A A B C Copyright © 2024 University of Florida. All Rights Reserved. HCS™ TWSC Version 2022 Generated: 4/24/2024 11:30:55 AM EX AM - Eagle Rock Ave & Rosney Terr-Dway.xtw

HCS Two-Way Stop-Control Report General Information Site Information Analyst JTT Intersection Eagle Rock & Rosney/Dway Agency/Co. Dynamic Traffic Jurisdiction Essex County Date Performed 04/24/2024 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) 1 593 9 8 469 0 6 0 2 1

LTR Volume (veh/h) 1 593 9 8 469 0 6 0 2 1 0 0 Percent Heavy Vehicles (%) 0 0 17 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 7.44 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 3.67 4.00 3.30 3.50 4.00 3.30 Delay, Queue Length, and Level of Service Flow Rate, v (veh/h) 1 8 8 1 Capacity, c (veh/h) 1080 959 279 241 v/c Ratio 0.00 0.01 0.03 0.00 95% Queue Length, Q₉₅ (veh) 0.0 0.0 0.1 0.0 Control Delay (s/veh) 8.3 0.0 8.8 0.1