Modelamiento de la avenida universitaria con avenida olimpica en Tunja como: TWSC, AWSC, ROUNDABOUT ...
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TWO-WAY STOP CONTROL SUMMARY General Information Site Information Analyst CARLOS FIGUEROA Agency/Co. UPTC Date Performed 13/05/2014 Analysis Time Period HORA PICO -SABADO Intersection CASA DEL GOBERNADOR Jurisdiction TUNJA Analysis Year 2014 Project Description TALLER 4 East/West Street: AVENIDA OLIMPICA North/South Street: AVENIDA UNIVERSITARIA Intersection Orientation: North-South Study Period (hrs): 0.25 Vehicle Volumes and Adjustments Major Street Northbound Southbound Movement 1 2 3 4 5 6 L T R L T R Volume (veh/h) 50 437 66 162 285 378 Peak-Hour Factor, PHF 0.77 0.89 0.50 0.97 0.92 0.87 Hourly Flow Rate, HFR (veh/h) 64 491 132 167 309 434 Percent Heavy Vehicles 0 -- -- 2 -- -- Median Type Undivided RT Channelized 0 0 Lanes 0 2 0 0 2 0 Configuration LT TR LT TR Upstream Signal 0 0 Minor Street Eastbound Westbound Movement 7 8 9 10 11 12 L T R L T R Volume (veh/h) 263 77 42 41 73 64 Peak-Hour Factor, PHF 0.86 0.83 0.78 0.81 0.78 0.80 Hourly Flow Rate, HFR (veh/h) 305 92 53 50 93 79 Percent Heavy Vehicles 6 5 17 5 15 11 Percent Grade (%) 0 0 Flared Approach N N Storage 0 0 RT Channelized 0 0 Lanes 0 2 0 0 2 0 Configuration LT TR LT TR Delay, Queue Length, and Level of Service Approach Northbound Southbound Westbound Eastbound Movement 1 4 7 8 9 10 11 12 Lane Configuration LT LT LT TR LT TR v (veh/h) 64 167 96 125 351 99 C (m) (veh/h) 766 872 0 96 0 106 v/c 0.08 0.19 1.30 0.93 95% queue length 0.27 0.70 8.89 5.67 Control Delay (s/veh) 10.1 10.1 273.5 144.5 LOS B B F F F F Approach Delay (s/veh) -- -- Approach LOS -- -- Copyright © 2010 University of Florida, All Rights Reserved HCS+ TM Version 5.6 Generated: 13/05/2014 10:02 p.m. Página 1 de 1 Two-Way Stop Control 13/05/2014 You created this PDF from an application that is not licensed to print to novaPDF printer (http://www.novapdf.com)
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Transcript of Modelamiento de la avenida universitaria con avenida olimpica en Tunja como: TWSC, AWSC, ROUNDABOUT ...
TWO-WAY STOP CONTROL SUMMARY General Information Site Information Analyst CARLOS FIGUEROA Agency/Co. UPTC Date Performed 13/05/2014 Analysis Time Period HORA PICO -SABADO
Intersection CASA DEL GOBERNADOR Jurisdiction TUNJA Analysis Year 2014
Project Description TALLER 4 East/West Street: AVENIDA OLIMPICA North/South Street: AVENIDA UNIVERSITARIA Intersection Orientation: North-South Study Period (hrs): 0.25
Vehicle Volumes and Adjustments Major Street Northbound Southbound Movement 1 2 3 4 5 6 L T R L T R Volume (veh/h) 50 437 66 162 285 378 Peak-Hour Factor, PHF 0.77 0.89 0.50 0.97 0.92 0.87 Hourly Flow Rate, HFR (veh/h) 64 491 132 167 309 434
Percent Heavy Vehicles 0 -- -- 2 -- -- Median Type Undivided RT Channelized 0 0 Lanes 0 2 0 0 2 0 Configuration LT TR LT TR Upstream Signal 0 0 Minor Street Eastbound Westbound Movement 7 8 9 10 11 12 L T R L T R Volume (veh/h) 263 77 42 41 73 64 Peak-Hour Factor, PHF 0.86 0.83 0.78 0.81 0.78 0.80 Hourly Flow Rate, HFR (veh/h) 305 92 53 50 93 79
Percent Heavy Vehicles 6 5 17 5 15 11 Percent Grade (%) 0 0 Flared Approach N N Storage 0 0 RT Channelized 0 0 Lanes 0 2 0 0 2 0 Configuration LT TR LT TR Delay, Queue Length, and Level of ServiceApproach Northbound Southbound Westbound Eastbound Movement 1 4 7 8 9 10 11 12 Lane Configuration LT LT LT TR LT TR v (veh/h) 64 167 96 125 351 99 C (m) (veh/h) 766 872 0 96 0 106 v/c 0.08 0.19 1.30 0.93 95% queue length 0.27 0.70 8.89 5.67 Control Delay (s/veh) 10.1 10.1 273.5 144.5 LOS B B F F F F Approach Delay (s/veh) -- -- Approach LOS -- --
Copyright © 2010 University of Florida, All Rights Reserved HCS+TM Version 5.6 Generated: 13/05/2014 10:02 p.m.
Página 1 de 1Two-Way Stop Control
13/05/2014file://C:\Users\CARLOS\AppData\Local\Temp\u2k9B2C.tmpYou created this PDF from an application that is not licensed to print to novaPDF printer (http://www.novapdf.com)
