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 & Rosney/Dway Agency/Co. Dynamic Traffic Jurisdiction Essex County Date Performed 3/28/2023 East/West Street Eagle Rock Avenue Analysis Year NB 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) 1 762 6 10 637 0 1 0 8 3

LTR Volume (veh/h) 1 762 6 10 637 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) 929 826 476 181 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) 8.9 0.0 9.4 0.1

0.1 0.1 Control Delay (s/veh) 8.9 0.0 9.4 0.1 12.7 25.4 Level of Service (LOS) A A A A B D Approach Delay (s/veh) 0.0 0.3 12.7 25.4 Approach LOS A A B D Copyright © 2023 University of Florida. All Rights Reserved. HCS™ TWSC Version 2023 Generated: 3/28/2023 4:19:44 PM NB PM - Eagle Rock Ave & Rosney Terr-Dway.xtw