470 Eagle TIS 6 4 24

HCS Two-Way Stop-Control Report General Information Site Information Analyst JTT Intersection Eagle Rock & E. Site Dway Agency/Co. Dynamic Traffic Jurisdiction Essex County Date Performed 04/24/2024 East/West Street Eagle Rock Avenue Analysis Year FB North/South Street East Site 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 0 0 Configuration T TR LT T LR Volume (veh/h) 614 6 25 492 26 19 Percent Heavy Vehicles (%)

614 6 25 492 26 19 Percent Heavy Vehicles (%) 2 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) 4.14 6.84 6.94 Base Follow-Up Headway (sec) 2.2 3.5 3.3 Follow-Up Headway (sec) 2.22 3.52 3.32 Delay, Queue Length, and Level of Service Flow Rate, v (veh/h) 26 47 Capacity, c (veh/h) 930 335 v/c Ratio 0.03 0.14 95% Queue Length, Q₉₅ (veh) 0.1 0.5 Control Delay (s/veh) 9.0 0.3 17.5 Level of Service (LOS) A A C Approach Delay (s/veh) 0.7 17.5 Approach LOS A C Copyright © 2024 University of

17.5 Approach LOS A C Copyright © 2024 University of Florida. All Rights Reserved. HCS™ TWSC Version 2022 Generated: 4/25/2024 3:05:22 PM FB PM - Eagle Rock Ave & East Site Driveway.xtw