470 Eagle TIS 6 4 24

HCS Two-Way Stop-Control Report General Information Site Information Analyst JTT Intersection Eagle Rock & W. 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 West Site 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 0 1 0 0 0 Configuration T TR LT T R Volume (veh/h) 570 30 8 494 7 Percent Heavy Vehicles (%)

570 30 8 494 7 Percent Heavy Vehicles (%) 2 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) 4.14 6.94 Base Follow-Up Headway (sec) 2.2 3.3 Follow-Up Headway (sec) 2.22 3.32 Delay, Queue Length, and Level of Service Flow Rate, v (veh/h) 9 8 Capacity, c (veh/h) 936 673 v/c Ratio 0.01 0.01 95% Queue Length, Q₉₅ (veh) 0.0 0.0 Control Delay (s/veh) 8.9 0.1 10.4 Level of Service (LOS) A A B Approach Delay (s/veh) 0.2 10.4 Approach

A B Approach Delay (s/veh) 0.2 10.4 Approach LOS A B Copyright © 2024 University of Florida. All Rights Reserved. HCS™ TWSC Version 2022 Generated: 4/25/2024 3:05:43 PM FB AM - Eagle Rock Ave & West Site Driveway.xtw