2023 07 06 TRAFFIC IMPACT STUDY

HCS Two-Way Stop-Control Report General Information Site Information Analyst JMR Intersection Eagle Rock & W. Site Dway Agency/Co. Dynamic Traffic Jurisdiction Essex County Date Performed 7/6/2023 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) 682 45 10 698 11 Percent Heavy Vehicles (%)

682 45 10 698 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) 11 12 Capacity, c (veh/h) 857 615 v/c Ratio 0.01 0.02 95% Queue Length, Q₉₅ (veh) 0.0 0.1 Control Delay (s/veh) 9.3 0.1 11.0 Level of Service (LOS) A A B Approach Delay (s/veh) 0.3 11.0 Approach LOS

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: 7/6/2023 11:32:22 AM FB SAT - Eagle Rock Ave & West Site Driveway.xtw