2023 07 06 TRAFFIC IMPACT STUDY

0.0 0.1 0.1 Control Delay (s/veh) 8.9 0.0 9.1 0.1 19.0 24.4 Level of Service (LOS) A A A A C C Approach Delay (s/veh) 0.0 0.2 19.0 24.4 Approach LOS A A C C Copyright © 2023 University of Florida. All Rights Reserved. HCS™ TWSC Version 2023 Generated: 3/28/2023 4:20:37 PM NB SAT - Eagle Rock Ave & Rosney Terr-Dway.xtw

HCS Two-Way Stop-Control Report General Information Site Information Analyst JMR Intersection Eagle Rock & Rosney/Dway Agency/Co. Dynamic Traffic Jurisdiction Essex County Date Performed 7/6/2023 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) 1 774 6 13 646 0 1 0 11 3

LTR Volume (veh/h) 1 774 6 13 646 0 1 0 11 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 14 13 4 Capacity, c (veh/h) 922 817 496 173 v/c Ratio 0.00 0.02 0.03 0.02 95% Queue Length, Q₉₅ (veh) 0.0 0.1 0.1 0.1 Control Delay (s/veh) 8.9 0.0 9.5 0.2

0.1 0.1 Control Delay (s/veh) 8.9 0.0 9.5 0.2 12.4 26.4 Level of Service (LOS) A A A A B D Approach Delay (s/veh) 0.0 0.4 12.4 26.4 Approach LOS A A B D Copyright © 2023 University of Florida. All Rights Reserved. HCS™ TWSC Version 2023 Generated: 7/6/2023 11:27:20 AM FB PM - Eagle Rock Ave & Rosney Terr-Dway.xtw

HCS Two-Way Stop-Control Report General Information Site Information Analyst JMR Intersection Eagle Rock & Rosney/Dway Agency/Co. Dynamic Traffic Jurisdiction Essex County Date Performed 7/6/2023 East/West Street Eagle Rock Avenue Analysis Year FB North/South Street Rosney Terrace/Driveway Time Analyzed SAT 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) 1 713 8 15 683 0 6 0 11 3

LTR Volume (veh/h) 1 713 8 15 683 0 6 0 11 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 16 18 4 Capacity, c (veh/h) 892 862 327 169 v/c Ratio 0.00 0.02 0.05 0.02 95% Queue Length, Q₉₅ (veh) 0.0 0.1 0.2 0.1 Control Delay (s/veh) 9.0 0.0 9.3 0.2

0.2 0.1 Control Delay (s/veh) 9.0 0.0 9.3 0.2 16.6 26.9 Level of Service (LOS) A A A A C D Approach Delay (s/veh) 0.0 0.4 16.6 26.9 Approach LOS A A C D Copyright © 2023 University of Florida. All Rights Reserved. HCS™ TWSC Version 2023 Generated: 7/6/2023 11:31:20 AM FB SAT - Eagle Rock Ave & Rosney Terr-Dway.xtw

HCS Two-Way Stop-Control Report General Information Site Information Analyst JMR Intersection Eagle Rock & E. Site Dway Agency/Co. Dynamic Traffic Jurisdiction Essex County Date Performed 7/6/23 East/West Street Eagle Rock Avenue Analysis Year FB North/South Street East Site Driveway Time Analyzed PM 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) 761 7 27 634 31 24 Percent Heavy Vehicles (%) 0

761 7 27 634 31 24 Percent Heavy Vehicles (%) 0 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) 4.10 6.84 6.94 Base Follow-Up Headway (sec) 2.2 3.5 3.3 Follow-Up Headway (sec) 2.20 3.52 3.32 Delay, Queue Length, and Level of Service Flow Rate, v (veh/h) 28 57 Capacity, c (veh/h) 838 257 v/c Ratio 0.03 0.22 95% Queue Length, Q₉₅ (veh) 0.1 0.8 Control Delay (s/veh) 9.4 0.4 22.9 Level of Service (LOS) A A C Approach Delay (s/veh) 0.7 22.9 Approach LOS A C Copyright © 2023 University of Florida.

22.9 Approach LOS A C Copyright © 2023 University of Florida. All Rights Reserved. HCS™ TWSC Version 2023 Generated: 7/6/2023 11:25:12 AM FB PM - Eagle Rock Ave & East Site Driveway.xtw