470 Eagle TIS 6 4 24

LTR Volume (veh/h) 1 582 3 17 486 0 1 0 13 1 0 0 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 18 14 1 Capacity, c (veh/h) 1074 984 634 229 v/c Ratio 0.00 0.02 0.02 0.00 95% Queue Length, Q₉₅ (veh) 0.0 0.1 0.1 0.0 Control Delay (s/veh) 8.4 0.0 8.7 0.2

0.1 0.0 Control Delay (s/veh) 8.4 0.0 8.7 0.2 10.8 20.8 Level of Service (LOS) A A A A B C Approach Delay (s/veh) 0.0 0.5 10.8 20.8 Approach LOS A A B C Copyright © 2024 University of Florida. All Rights Reserved. HCS™ TWSC Version 2022 Generated: 4/25/2024 2:57:51 PM FB SAT - Eagle Rock Ave & Rosney Terr-Dway.xtw

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 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 1 0 0 0 0 Configuration T TR LT T LR Volume (veh/h) 560 8 29 468 34 27 Percent Heavy Vehicles (%)

560 8 29 468 34 27 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) 31 66 Capacity, c (veh/h) 964 359 v/c Ratio 0.03 0.18 95% Queue Length, Q₉₅ (veh) 0.1 0.7 Control Delay (s/veh) 8.9 0.3 17.3 Level of Service (LOS) A A C Approach Delay (s/veh) 0.8 17.3 Approach LOS A C Copyright © 2024 University of

17.3 Approach LOS A C Copyright © 2024 University of Florida. All Rights Reserved. HCS™ TWSC Version 2022 Generated: 4/25/2024 3:04:56 PM FB AM - Eagle Rock Ave & East Site Driveway.xtw

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

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 SAT PSH Peak Hour Factor 0.97 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) 560 8 36 469 43 35 Percent Heavy Vehicles (%)

560 8 36 469 43 35 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) 37 80 Capacity, c (veh/h) 985 370 v/c Ratio 0.04 0.22 95% Queue Length, Q₉₅ (veh) 0.1 0.8 Control Delay (s/veh) 8.8 0.3 17.4 Level of Service (LOS) A A C Approach Delay (s/veh) 0.9 17.4 Approach LOS A C Copyright © 2024 University of