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HomeMy WebLinkAboutApproach Memo_Final SignedTraffic Impact Study Gallatin Law & Justice Center Campus Master Plan 4-6 | Travel Demand Forecasting Figure 4-4: Estimated 2036 Total Traffic HCS Two-Way Stop-Control Report General Information Site Information Analyst JTP Intersection S 19th St & Pines Approach Agency/Co.IMEG Jurisdiction CITY Date Performed 2/27/2024 East/West Street The Pines Approach Analysis Year 2024 North/South Street S 19th Street Time Analyzed The Pines Approach AM Peak Hour Factor 0.90 Intersection Orientation North-South Analysis Time Period (hrs)0.25 Project Description The Pines Lanes Major Street: North-South 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 10 11 12 7 8 9 1U 1 2 3 4U 4 5 6 Number of Lanes 0 0 1 0 0 0 0 0 0 0 0 0 2 0 Configuration R T TR Volume (veh/h)24 827 3 Percent Heavy Vehicles (%)0 Proportion Time Blocked Percent Grade (%)0 Right Turn Channelized No Median Type | Storage Undivided Critical and Follow-up Headways Base Critical Headway (sec)6.9 Critical Headway (sec)6.90 Base Follow-Up Headway (sec)3.3 Follow-Up Headway (sec)3.30 Delay, Queue Length, and Level of Service Flow Rate, v (veh/h)27 Capacity, c (veh/h)553 v/c Ratio 0.05 95% Queue Length, Q₉₅ (veh)0.2 95% Queue Length, Q₉₅ (ft)5.0 Control Delay (s/veh)11.8 Level of Service (LOS)B Approach Delay (s/veh)11.8 Approach LOS B Copyright © 2024 University of Florida. All Rights Reserved.HCS™TWSC Version 2024 Generated: 2/27/2024 1:20:33 PMIntersection S 19th St and The Pines Approach AM.xtw HCS Two-Way Stop-Control Report General Information Site Information Analyst JTP Intersection S 19th St & Pines Approach Agency/Co.IMEG Jurisdiction CITY Date Performed 2/27/2024 East/West Street The Pines Approach Analysis Year 2024 North/South Street S 19th Street Time Analyzed The Pines Approach PM Peak Hour Factor 0.90 Intersection Orientation North-South Analysis Time Period (hrs)0.25 Project Description The Pines Lanes Major Street: North-South 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 10 11 12 7 8 9 1U 1 2 3 4U 4 5 6 Number of Lanes 0 0 1 0 0 0 0 0 0 0 0 0 2 0 Configuration R T TR Volume (veh/h)12 749 20 Percent Heavy Vehicles (%)0 Proportion Time Blocked Percent Grade (%)0 Right Turn Channelized No Median Type | Storage Undivided Critical and Follow-up Headways Base Critical Headway (sec)6.9 Critical Headway (sec)6.90 Base Follow-Up Headway (sec)3.3 Follow-Up Headway (sec)3.30 Delay, Queue Length, and Level of Service Flow Rate, v (veh/h)13 Capacity, c (veh/h)581 v/c Ratio 0.02 95% Queue Length, Q₉₅ (veh)0.1 95% Queue Length, Q₉₅ (ft)2.5 Control Delay (s/veh)11.3 Level of Service (LOS)B Approach Delay (s/veh)11.3 Approach LOS B Copyright © 2024 University of Florida. All Rights Reserved.HCS™TWSC Version 2024 Generated: 2/27/2024 1:21:18 PMIntersection S 19th St and The Pines Approach PM.xtw