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 -- --    

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