ZB 22 13 2023 04 05 Traffic Impact Study Rev 1

HCS Two-Way Stop-Control Report General Information Site Information Analyst CGH Intersection Eagle Rock & E. Site Dway Agency/Co. Dynamic Traffic Jurisdiction Essex County Date Performed 3/28/2023 East/West Street Eagle Rock Avenue Analysis Year FB North/South Street East Site Driveway Time Analyzed SAT 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 0 0 Configuration T TR LT T LR Volume (veh/h) 681 11 47 655 55 46 Percent Heavy Vehicles (%)

681 11 47 655 55 46 Percent Heavy Vehicles (%) 0 2 2 Proportion Time Blocked Percent Grade (%) 0 Right Turn Channelized Median Type | Storage Undivided Critical and Follow-up Headways Base Critical Headway (sec) 4.1 7.5 6.9 Critical Headway (sec) 4.10 6.84 6.94 Base Follow-Up Headway (sec) 2.2 3.5 3.3 Follow-Up Headway (sec) 2.20 3.52 3.32 Delay, Queue Length, and Level of Service Flow Rate, v (veh/h) 49 106 Capacity, c (veh/h) 884 260 v/c Ratio 0.06 0.41 95% Queue Length, Q₉₅ (veh) 0.2 1.9 Control Delay (s/veh) 9.3 0.6 28.1 Level of Service (LOS) A A D Approach Delay (s/veh) 1.1 28.1 Approach LOS A D Copyright © 2023 University of

28.1 Approach LOS A D Copyright © 2023 University of Florida. All Rights Reserved. HCS™ TWSC Version 2023 Generated: 3/28/2023 4:17:07 PM FB SAT - Eagle Rock Ave & East Site Driveway.xtw

HCS Two-Way Stop-Control Report General Information Site Information Analyst CGH Intersection Eagle Rock & W. Site Dway Agency/Co. Dynamic Traffic Jurisdiction Essex County Date Performed 3/28/2023 East/West Street Eagle Rock Avenue Analysis Year FB North/South Street West Site Driveway Time Analyzed SAT 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 0 1 0 0 0 Configuration T TR LT T R Volume (veh/h) 681 48 11 699 11 Percent Heavy Vehicles (%)

681 48 11 699 11 Percent Heavy Vehicles (%) 0 2 Proportion Time Blocked Percent Grade (%) 0 Right Turn Channelized No Median Type | Storage Undivided Critical and Follow-up Headways Base Critical Headway (sec) 4.1 6.9 Critical Headway (sec) 4.10 6.94 Base Follow-Up Headway (sec) 2.2 3.3 Follow-Up Headway (sec) 2.20 3.32 Delay, Queue Length, and Level of Service Flow Rate, v (veh/h) 12 12 Capacity, c (veh/h) 855 614 v/c Ratio 0.01 0.02 95% Queue Length, Q₉₅ (veh) 0.0 0.1 Control Delay (s/veh) 9.3 0.2 11.0 Level of Service (LOS) A A B Approach Delay (s/veh) 0.3 11.0 Approach

A B Approach Delay (s/veh) 0.3 11.0 Approach LOS A B Copyright © 2023 University of Florida. All Rights Reserved. HCS™ TWSC Version 2023 Generated: 3/28/2023 4:18:53 PM FB SAT - Eagle Rock Ave & West Site Driveway.xtw