2022 10 21 Traffic Impact Study

LTR Volume (veh/h) 1 762 6 14 637 0 1 0 12 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 15 14 4 Capacity, c (veh/h) 929 826 510 177 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 9.4 0.2

0.1 0.1 Control Delay (s/veh) 8.9 0.0 9.4 0.2 12.3 25.8 Level of Service (LOS) A A A A B D Approach Delay (s/veh) 0.0 0.4 12.3 25.8 Approach LOS A A B D Copyright © 2022 University of Florida. All Rights Reserved. HCS™ TWSC Version 2022 Generated: 10/21/2022 1:07:46 PM FB PM - Eagle Rock Ave & Rosney Terr-Dway.xtw

HCS Two-Way Stop-Control Report General Information Site Information Analyst CGH Intersection Eagle Rock & E. Site Dway Agency/Co. Dynamic Traffic Jurisdiction Essex County Date Performed 10/21/2022 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) 741 9 38 618 42 33 Percent Heavy Vehicles (%)

741 9 38 618 42 33 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) 39 77 Capacity, c (veh/h) 851 257 v/c Ratio 0.05 0.30 95% Queue Length, Q₉₅ (veh) 0.1 1.2 Control Delay (s/veh) 9.4 0.5 24.9 Level of Service (LOS) A A C Approach Delay (s/veh) 1.0 24.9 Approach LOS A C Copyright © 2022 University of

24.9 Approach LOS A C Copyright © 2022 University of Florida. All Rights Reserved. HCS™ TWSC Version 2022 Generated: 10/21/2022 1:06:46 PM FB PM - Eagle Rock Ave & East Site Driveway.xtw

HCS Two-Way Stop-Control Report General Information Site Information Analyst CGH Intersection Eagle Rock & W. Site Dway Agency/Co. Dynamic Traffic Jurisdiction Essex County Date Performed 10/21/2022 East/West Street Eagle Rock Avenue Analysis Year FB North/South Street West 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 0 1 0 0 0 Configuration T TR LT T R Volume (veh/h) 741 36 9 651 9 Percent Heavy Vehicles (%)

741 36 9 651 9 Percent Heavy Vehicles (%) 0 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) 4.10 6.94 Base Follow-Up Headway (sec) 2.2 3.3 Follow-Up Headway (sec) 2.20 3.32 Delay, Queue Length, and Level of Service Flow Rate, v (veh/h) 9 9 Capacity, c (veh/h) 831 599 v/c Ratio 0.01 0.02 95% Queue Length, Q₉₅ (veh) 0.0 0.0 Control Delay (s/veh) 9.4 0.1 11.1 Level of Service (LOS) A A B Approach Delay (s/veh) 0.3 11.1 Approach

A B Approach Delay (s/veh) 0.3 11.1 Approach LOS A B Copyright © 2022 University of Florida. All Rights Reserved. HCS™ TWSC Version 2022 Generated: 10/21/2022 1:08:49 PM FB PM - Eagle Rock Ave & West Site Driveway.xtw

HCS Two-Way Stop-Control Report General Information Site Information Analyst CGH Intersection Eagle Rock & Rosney/Dway Agency/Co. Dynamic Traffic Jurisdiction Essex County Date Performed 10/21/2022 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) 1 710 8 17 678 0 6 0 13 3

LTR Volume (veh/h) 1 710 8 17 678 0 6 0 13 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 18 20 4 Capacity, c (veh/h) 896 864 345 170 v/c Ratio 0.00 0.02 0.06 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