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DIA 1

HORA VEHICULOS AREA OCUPADA % AREA DISPONIBLE %

0 60

6:45 5 62.5 0.625 528,176 1006:50 6 75 0.75 528,176 100

7:00 7 87.5 0.875 528,176 100

12:30 10 125 1.25 528,176 100

12:35 10 125 1.25 528,176 100

12:40 9 112.5 1.125 528,176 100

17:00 5 62.5 0.625 528,176 100

17:05 3 37.5 0.375 528,176 100

17:10 5 62.5 0.625 528,176 100

19:50 4 50 0.5 528,176 100

19:55 5 62.5 0.625 528,176 100

20:00 4 50 0.5 528,176 100

DIA 2

HORA VEHICULOS AREA OCUPADA % AREA DISPONIBLE %

0 60

6:45 1 12.5 0.125 528,176 100

6:50 2 25 0.25 528,176 100

7:00 2 25 0.25 528,176 100

12:30 6 75 0.75 528,176 100

12:35 7 87.5 0.875 528,176 100

12:40 9 112.5 1.125 528,176 100

17:00 8 100 1 528,176 100

17:05 8 100 1 528,176 100

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17:10 7 87.5 0.875 528,176 100

19:50 7 87.5 0.875 528,176 100

19:55 7 87.5 0.875 528,176 100

20:00 9 112.5 1.125 528,176 100

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AREA REMANENTE %

528,114 5.2811528,101 5.2810

528,089 5.2809

528,051 5.2805

528,051 5.2805 AREA PROMEDIO DE

528,064 5.2806 AREA DE LA VI

528,114 5.2811 OFERTA VIAL

528,139 5.2814

528,114 5.2811

528,126 5.2813

528,114 5.2811

528,126 5.2813

AREA REMANENTE %

528,164 5.2816

528,151 5.2815

528,151 5.2815

528,101 5.2810

528,089 5.2809

528,064 5.2806

528,076 5.2808

528,076 5.2808

20

30

40

50

60

DEMANDA VEHICULAR VS OF

TtVOLUMEN VEHICULOS

OFERTA VIAL

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528,089 5.2809

528,089 5.2809

528,089 5.2809

528,064 5.2806

6:45 6:50 12:30 12:35 12:40 17:00

10

HORAS

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EHICULO: 12.5

A: 528.176

: 42

m

m

RTA VIAL

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17:05 17:10 19:50 19:55 20:00