Reportes intersección del Modelamiento de la avenida universitaria con avenida olímpica en Tunja como: TWSC, AWSC, ROUNDABOUT (Programa HCS 2010). Ingeniería Civil UPTC.

1. 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 1Two-Way Stop Control
13/05/2014file://C:UsersCARLOSAppDataLocalTempu2k9B2C.tmpYou created this PDF from an application that is not licensed to print to novaPDF printer (http://www.novapdf.com)