470 Eagle TIS 6 4 24

HCS Two-Way Stop-Control Report General Information Site Information Analyst JTT Intersection Eagle Rock & Rosney/Dway Agency/Co. Dynamic Traffic Jurisdiction Essex County Date Performed 04/24/2024 East/West Street Eagle Rock Avenue Analysis Year NB North/South Street Rosney Terrace/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 1 0 Configuration LT TR LT TR LTR LTR Volume (veh/h) 1 557 3 11 462 0 1 0 7

TR LTR Volume (veh/h) 1 557 3 11 462 0 1 0 7 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 11 8 1 Capacity, c (veh/h) 1096 1006 607 255 v/c Ratio 0.00 0.01 0.01 0.00 95% Queue Length, Q₉₅ (veh) 0.0 0.0 0.0 0.0 Control Delay (s/veh) 8.3 0.0

0.0 0.0 0.0 Control Delay (s/veh) 8.3 0.0 8.6 0.1 11.0 19.2 Level of Service (LOS) A A A A B C Approach Delay (s/veh) 0.0 0.3 11.0 19.2 Approach LOS A A B C Copyright © 2024 University of Florida. All Rights Reserved. HCS™ TWSC Version 2022 Generated: 4/25/2024 2:56:42 PM NB SAT - Eagle Rock Ave & Rosney Terr-Dway.xtw

HCS Two-Way Stop-Control Report General Information Site Information Analyst JTT Intersection Eagle Rock & Rosney/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 Rosney Terrace/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 1 0 Configuration LT TR LT TR LTR LTR Volume (veh/h) 1 590 5 11 483 0 4 0 10 1

LTR Volume (veh/h) 1 590 5 11 483 0 4 0 10 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 12 15 1 Capacity, c (veh/h) 1057 954 459 222 v/c Ratio 0.00 0.01 0.03 0.00 95% Queue Length, Q₉₅ (veh) 0.0 0.0 0.1 0.0 Control Delay (s/veh) 8.4 0.0 8.8 0.1

0.1 0.0 Control Delay (s/veh) 8.4 0.0 8.8 0.1 13.1 21.3 Level of Service (LOS) A A A A B C Approach Delay (s/veh) 0.0 0.3 13.1 21.3 Approach LOS A A B C Copyright © 2024 University of Florida. All Rights Reserved. HCS™ TWSC Version 2022 Generated: 4/25/2024 3:03:48 PM FB AM - Eagle Rock Ave & Rosney Terr-Dway.xtw

HCS Two-Way Stop-Control Report General Information Site Information Analyst JTT Intersection Eagle Rock & Rosney/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 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) 1 634 9 11 501 0 6 0 5 1

LTR Volume (veh/h) 1 634 9 11 501 0 6 0 5 1 0 0 Percent Heavy Vehicles (%) 0 0 17 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 7.44 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 3.67 4.00 3.30 3.50 4.00 3.30 Delay, Queue Length, and Level of Service Flow Rate, v (veh/h) 1 12 12 1 Capacity, c (veh/h) 1050 924 303 214 v/c Ratio 0.00 0.01 0.04 0.00 95% Queue Length, Q₉₅ (veh) 0.0 0.0 0.1 0.0 Control Delay (s/veh) 8.4 0.0 8.9 0.1

0.1 0.0 Control Delay (s/veh) 8.4 0.0 8.9 0.1 17.3 21.9 Level of Service (LOS) A A A A C C Approach Delay (s/veh) 0.0 0.3 17.3 21.9 Approach LOS A A C C Copyright © 2024 University of Florida. All Rights Reserved. HCS™ TWSC Version 2022 Generated: 4/25/2024 3:04:15 PM FB PM - Eagle Rock Ave & Rosney Terr-Dway.xtw

HCS Two-Way Stop-Control Report General Information Site Information Analyst JTT Intersection Eagle Rock & Rosney/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 Rosney Terrace/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 1 0 Configuration LT TR LT TR LTR LTR Volume (veh/h) 1 582 3 17 486 0 1 0 13 1