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Glorieta avenida universitaria con avenida olimpica
- 1. ROUNDABOUT REPORT
General Information Site Information
Analyst CARLOS FIGUEROA
Agency or Co. UPTC
Date Performed 13/05/2014
Time Period HORA PICO-SABADO
Intersection CASA DEL GOBERNADOR
E/W Street Name AVENIDA OLIMPICA
N/S Street Name
Analysis Year 2014
Project ID TALLER 4
Project Description:
Volume Adjustment and Site Characteristics
EB WB NB SB
L T R U L T R U L T R U L T R U
Number of Lanes(N) 0 2 0 0 2 0 0 2 0 0 2 0
Volume (V), veh/h 0 77 0 0 0 73 0 0 0 437 0 0 0 285 0 0
Heavy Veh. Adj. (fHV), % 6 5 17 3 5 15 11 3 0 2 0 3 2 2 4 3
Peak Hour Factor (PHF) 0.86 0.83 0.78 1.00 0.81 0.78 0.80 1.00 0.77 0.89 0.50 1.00 0.97 0.90 0.87 1.00
No. of Pedestrians
Crossing Entry
77 52 3 65
Critical and Follow-Up Headway Adjustment
EB WB NB SB
Left Right Bypass Left Right Bypass Left Right Bypass Left Right Bypass
Critical Headway (sec) 4.2929 4.1129 5.1929 4.2929 4.1129 5.1929 4.2929 4.1129 5.1929 4.2929 4.1129 5.1929
Follow-Up Headway (sec) 3.1858 3.1858 3.1858 3.1858 3.1858 3.1858 3.1858 3.1858 3.1858 3.1858 3.1858 3.1858
Flow Computations
EB WB NB SB
Left Right Bypass Left Right Bypass Left Right Bypass Left Right Bypass
Circulating Flow (Vc), pc/h 320 501 97 108
Exiting Flow (Vex), pc/h 97 108 501 320
Entry Flow (Ve), pc/h 46 51 51 57 235 266 150 170
Entry Volume veh/h 44 49 44 50 230 261 149 168
Capacity and v/c Ratios
EB WB NB SB
Left Right Bypass Left Right Bypass Left Right Bypass Left Right Bypass
Capacity (cPCE), pc/h 889 903 776 796 1051 1056 1042 1048
Capacity (c), veh/h 792 804 652 669 1027 1032 961 967
v/c Ratio (X) 0.06 0.06 0.07 0.07 0.22 0.25 0.15 0.17
Delay and Level of Service
EB WB NB SB
Left Right Bypass Left Right Bypass Left Right Bypass Left Right Bypass
Lane Control Delay (d), s/veh 5.1 5.1 6.3 6.2 5.6 5.9 5.2 5.4
Lane LOS A A A A A A A A
Lane 95% Queue 0.2 0.2 0.2 0.2 0.9 1.0 0.5 0.6
Approach Delay, s/veh 5.08 6.22 5.79 5.29
Approach LOS, s/veh A A A A
Intersection Delay, s/veh 5.61
Intersection LOS A
Copyright © 2010 University of Florida, All Rights Reserved HCS 2010TM 6.2 Roundabouts Generated: 13/05/2014 10:31 p.m.
Página 1 de 1Formatted Report
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