Vias Ii.xlsx

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ACERA 1 L a1 a2 S A1 AE VALORES de QP LUNES

88.68 m 1.9 m 1.78 m 1.84 m 163.1712 m2 163.1712 m2

PEATONES 7:00 100 7:15 130 7:30 50 7:45 15 8:00 0 12:00 20 12:15 40 12:30 125 12:45 183 13:00 0

L a1 a2 S A2 AE

85.4 m 1.2 m 1.25 m 1.225 m 104.615 m2 104.615

TIEMPO 15 MIN

QP QP QP QP QP QP QP QP QP QP

INTENSIDAD IP 6.6666666667 PEAT/15MIN 0.0272379222 13.1472379 PT/MIN/M 8.6666666667 PEAT/15MIN 0.0354092988 13.1554093 PT/MIN/M 3.3333333333 PEAT/15MIN 0.0136189611 13.133619 PT/MIN/M 1 PEAT/15MIN 0.0040856883 13.1240857 PT/MIN/M 0 PEAT/15MIN 0 13.12 PT/MIN/M 1.3333333333 PEAT/15MIN 0.0054475844 13.1254476 PT/MIN/M 2.6666666667 PEAT/15MIN 0.0108951689 13.1308952 PT/MIN/M 8.3333333333 PEAT/15MIN 0.0340474027 13.1540474 PT/MIN/M 12.2 PEAT/15MIN 0.0498453976 13.1698454 PT/MIN/M 0 PEAT/15MIN 0 13.12 PT/MIN/M 0 13.12 PT/MIN/M

NS A A A A A A A A A A A

INTENSIDAD IP 0.0347138396 13.1547138 PT/MIN/M 0.0434799607 13.16348 PT/MIN/M 0.0164803077 13.1364803 PT/MIN/M 0.0031558036 13.1231558 PT/MIN/M 0 13.12 PT/MIN/M 0.004558383 13.1245584 PT/MIN/M 0.0161296629 13.1361297 PT/MIN/M 0.0490902782 13.1690903 PT/MIN/M 0.0603109133 13.1803109 PT/MIN/M 0 13.12 PT/MIN/M PT/MIN/M

NS A A A A A A A A A A A

OBSTACULOS VALOR Báculos de alumbrado público

7:00 7:15 7:30 7:45 8:00 12:00 12:15 12:30 12:45 13:00

PEATONES 99 124 47 9 0 13 46 140 172 0

OBSTACULOS Báculos de alumbrado público

3

TOTAL 1.5

ACERA 2 83.07 m 1.6 m 1.56 m 1.58 m 131.2506 m2 126.7506 m2

L a1 a2 S A1 AE VALORES de QP MARTES

3

4.5 m2

L a1 a2 S A2 AE TIEMPO

15 MIN

85.4 m 1.2 m 1.25 m 1.225 m 104.615 m2 104.615 QP QP QP QP QP QP QP QP QP QP

6.6 PEAT/15MIN 8.2666666667 PEAT/15MIN 3.1333333333 PEAT/15MIN 0.6 PEAT/15MIN 0 PEAT/15MIN 0.8666666667 PEAT/15MIN 3.0666666667 PEAT/15MIN 9.3333333333 PEAT/15MIN 11.4666666667 PEAT/15MIN 0 PEAT/15MIN VALOR

1.5

TOTAL

4.5 m2

L a1 a2 S A1 AE VALORES de QP MIERCOLES

83.07 m 1.6 m 1.56 m 1.58 m 131.2506 m2 126.7506 m2

7:00 7:15 7:30 7:45 8:00 12:00 12:15 12:30 12:45 13:00

PEATONES 120 120 65 21 0 36 49 116 172 0

L a1 a2 S A2 AE

TIEMPO

85.4 m 1.2 m 1.25 m 1.225 m 104.615 m2 104.615

15 MIN

QP QP QP QP QP QP QP QP QP QP

OBSTACULOS VALOR

VALORES de QP JUEVES

INTENSIDAD IP 0.0326855066 13.1526855 PT/MIN/M 0.0326855066 13.1526855 PT/MIN/M 0.0177046494 13.1377046 PT/MIN/M 0.0057199637 13.12572 PT/MIN/M 0 13.12 PT/MIN/M 0.009805652 13.1298057 PT/MIN/M 0.0133465819 13.1333466 PT/MIN/M 0.0315959897 13.151596 PT/MIN/M 0.0468492261 13.1668492 PT/MIN/M 0 13.12 PT/MIN/M 0 13.12 PT/MIN/M

A A A A A A A A A A A

OBSTACULOS

Báculos de alumbrado público

L a1 a2 S A1 AE

8 PEAT/15MIN 8 PEAT/15MIN 4.3333333333 PEAT/15MIN 1.4 PEAT/15MIN 0 PEAT/15MIN 2.4 PEAT/15MIN 3.2666666667 PEAT/15MIN 7.7333333333 PEAT/15MIN 11.4666666667 PEAT/15MIN 0 PEAT/15MIN

3

TOTAL 1.5

88.68 m 1.9 m 1.78 m 1.84 m 163.1712 m2 163.1712 m2

4.5 m2

L a1 a2 S A2 AE

Báculos de alumbrado públi

3

85.4 m 1.2 m 1.25 m 1.225 m 104.615 m2 104.615 m2

INTENSIDAD PEATONES 7:00 84 7:15 109 7:30 39 7:45 13 8:00 0 12:00 15 12:15 30 12:30 112 12:45 163 13:00 0

VALOR

TIEMPO 15 MIN

TOTAL 1.5

4.5 m2

QP QP QP QP QP QP QP QP QP QP

5.6 PEAT/15MIN 7.2666666667 PEAT/15MIN 2.6 PEAT/15MIN 0.8666666667 PEAT/15MIN 0 PEAT/15MIN 1 PEAT/15MIN 2 PEAT/15MIN 7.4666666667 PEAT/15MIN 10.8666666667 PEAT/15MIN 0 PEAT/15MIN

0 0.0294541669 0.0382202881 0.0136751489 0.004558383 0 0.0052596727 0.0105193453 0.0392722226 0.0571551097 0

IP 13.12 PT/MIN/M 13.1494542 PT/MIN/M 13.1582203 PT/MIN/M 13.1336751 PT/MIN/M 13.1245584 PT/MIN/M 13.12 PT/MIN/M 13.1252597 PT/MIN/M 13.1305193 PT/MIN/M 13.1592722 PT/MIN/M 13.1771551 PT/MIN/M 13.12 PT/MIN/M

A A A A A A A A A A A

Ancho veredas: 1,6m y 1,2m

Numero

88.68 10 886.8 m2 8.05 m2

Vehiculos liviano

Hora 1 2 3 4 5 6 7 8 9 10

7 7:15 7:30 7:45 8 12 12:15 12:30 12:45 13:00

Pesado 0 13 10 8 6 8 10 15 7 8

Area Ocupad% 0 0 0 104.65 0 80.5 0 64.4 0 48.3 0 64.4 0 80.5 0 120.75 0 56.35 0 64.4

A. Dispo % 0.0 886.8 15.3 11.8 9.4 7.1 9.4 11.8 17.6 8.2 9.4

100

684.25

D

,volumen

a b A A vehiculo.

16 14 12 10 8 6 4 2 0

7

3 33 33 8 20 30 . 0

25 31 0.

3 0.

A. Remanent% 886.8 782.15 806.3 822.4 838.5 822.4 806.3 766.05 830.45 822.4

Volumen 110.2

100.0 88.2 90.9 92.7 94.6 92.7 90.9 86.4 93.6 92.7

,volumen

Demanda Vehicular 16 14 12 10 8 6 4 2 0

7

3 33 33 8 20 30 . 0

25 67 31 66 6 0. 1 29 32 . 0

8

hora

12

7 3 5 7 66 33 12 66 66 33 53 66 . 1 3 6 0 04 08 16 51 52 54 . . . 0 0 0

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