conteo de trafico final ua

8/15/2019 Conteo de Trafico Final UA

1/12

TRAMO DE LA CARRETERA AV. MATEO

SENTIDO Av, Pastor Sevilla OUBICACIÓN AV. MATEO PUMACAHUA-DISTRITO DE VILLA EL SALVADOR-LIMA-LIMA

DIA

HORA AUTO

CAMIONETAS

MICRO

B

PICK UP PANEL 2 E

!"#$-"!! E 15 15 10 15 5 30 17

O 13 7 1 15 10 25 15

"!!-"$ E 20 15 10 10 5 20 20

O 12 10 5 10 15 15 17

"$-"%! E 20 15 10 20 15 20 15

O 15 13 1 15 15 15 10

"%!-"#$ E 15 15 15 15 10 20 15O 10 13 3 15 20 20 10

"#$-&"!! E 15 15 15 12 15 15 15

O 12 20 4 15 15 15 15

&"!!-&"$ E 20 13 10 12 7 15 15

O 15 12 3 15 15 10 20

&"$-&"%! E 15 12 10 7 7 20 15

O 15 10 2 15 15 15 17

&"%!-&"#$ E 15 15 15 20 10 15 15

O 15 10 3 15 10 10 20

E 20 20 15 15 15 15 15

SENTI

DO

STATION

WAGON RURAL

Combi

DIA'RA.VEH.


2/12

-O 20 20 7 5 5 10 9

"!!-"$ E 20 20 10 15 15 10 15

O 21 15 0 0 10 5 15

"$-"%! E 20 15 15 15 15 20 15

O 20 10 6 0 16 13 17

"%!-"#$ E 20 15 10 15 15 15 15

O 20 25 8 5 20 5 9

"#$-&"!! E 20 20 15 10 15 20 15

O 25 20 14 15 19 14 20

&"!!-&"$ E 20 15 15 15 15 15 15O 25 20 20 15 20 10 14

&"$-&"%! E 20 15 20 15 15 15 15

O 20 25 4 15 20 20 15

&"%!-&"#$ E 20 15 15 15 20 15 15

O 20 10 5 5 20 10 15

&"#$-%"!! E 15 15 15 15 15 15 15

O 15 15 15 0 15 15 15

%"!!-%"$ E 20 15 15 12 15 15 10

O 20 10 15 0 10 5 10

%"$-%"%! E 20 15 15 15 15 10 10

O 20 15 10 0 10 10 10

%"%!-%"#$ E 20 15 15 10 15 15 10

O 20 15 15 5 5 5 13

%"#$-#"!! E 20 15 10 5 15 15 15

O 20 15 10 5 15 15 15

TOTAL 1420 1148 830 1038 1097 1240 1085


3/12

FORMATO DE CLASIFICACION VEHICULAR

UMACAHUA ESTACION

O Pa(a)eri*a(a S+r CODI'O DE LA ESTACIONDIA ECHA

S CAMION SEMI TRAYLER

>=3 E 2 E 3 E E 2S! 2S2 2S3 3S! 3S2

0 15 10 8 15 0 3 2 2

0 15 15 8 9 1 1 2 0

0 15 10 8 15 5 4 3 1

0 15 10 8 15 0 1 0 0

0 15 8 4 9 3 2 1 1

0 10 10 6 5 1 1 0 3

0 5 8 9 5 6 1 2 00 20 9 5 10 0 1 1 1

0 15 10 0 5 2 1 1 1

0 15 10 5 7 1 1 0 1

0 15 12 6 5 5 0 3 0

0 20 12 5 9 1 1 1 2

0 15 10 9 4 5 0 2 0

0 15 4 10 5 2 1 0 0

0 20 15 5 2 5 0 1 1

0 15 5 10 10 5 1 1 1

0 15 4 10 0 0 0 1 0


4/12

0 10 0 0 0 0 0 0 0

0 10 1 10 0 1 0 0 0

0 0 0 0 0 0 0 0 0

0 10 0 10 0 1 0 0 0

0 4 0 0 0 0 0 0 0

0 10 3 15 0 0 1 0 0

0 4 0 0 0 0 0 0 0

0 15 6 15 0 2 2 0 1

0 3 0 0 0 0 0 0 0

0 15 1 15 0 0 1 0 00 10 0 0 0 0 0 0 0

0 10 4 2 0 1 0 0 1

0 3 0 0 0 0 0 0 0

0 10 5 10 0 1 0 0 2

0 15 0 10 0 0 0 0 0

0 15 2 1 0 2 0 1 0

0 4 0 0 0 0 0 0 0

0 15 1 2 0 1 0 0 0

0 10 0 0 0 0 0 0 0

0 10 1 0 0 0 0 0 0

0 15 0 0 0 0 0 0 0

0 10 0 3 0 0 0 1 0

0 15 0 0 0 0 0 0 00 10 1 0 0 0 0 0 0

0 10 0 0 0 0 0 0 0

0 971 576 492 497 166 104 76 59


5/12

FORMATO N" !

AV. MATEO PUMACAHUA

E

+eves $ $ &!/

TRAYLER

>= 3S3 2T2 2T3 3T2 >=3T3

TOTAL0 2 1 3 1 1691 0 0 0 0 1381 0 0 2 1 1650 0 0 1 0 1341 0 0 0 1 1600 1 1 1 0 123

1 0 0 1 1 1440 0 1 0 1 1401 1 0 1 0 1400 0 0 1 1 1382 1 0 1 1 1430 0 1 1 1 1441 1 0 1 1 1350 1 1 1 1 1303 0 0 2 1 1601 1 1 3 1 1381 0 0 1 4 151


6/12

0 0 0 0 0 862 0 1 1 2 1330 0 0 0 0 661 0 2 0 0 1390 0 0 0 0 860 0 1 0 1 1360 0 0 0 0 960 0 0 0 5 1610 0 0 0 0 130

0 0 1 0 4 1470 0 0 0 0 1340 0 2 0 3 1380 0 0 0 0 1220 0 3 0 4 1500 0 0 0 0 1100 1 0 0 4 1310 0 0 0 0 940 0 0 0 0 1210 0 0 0 0 800 1 0 0 1 1130 0 0 0 0 900 0 3 0 5 122

0 0 0 0 0 930 0 0 0 0 1060 0 0 0 0 105

53 29 31 44 73 11029


7/12

Tipo de Vehículo Cantidad % Copo!ici"n

A#TO 1,420 12.88%

$TATO& 'A(O& 1,148 10.41%

)C* #) 830 7.53%

)A&+L 1,038 9.41%

,#,AL Co-i 1,097 9.95%

.C,O 1,240 11.24%

/#$ 2+ 1,085 9.84%

3+ 0 0.00%

CA.&

2+ 971 8.80%3+ 576 5.22%4+ 492 4.46%

2$1 497 4.51%

2$2 166 1.51%2$3 104 0.94%3$1 76 0.69%3$2 59 0.53%

3$3 53 0.48%

T,AL+,

2T2 29 0.26%2T3 31 0.28%3T2 44 0.40%

3T3 73 0.66%TOTAL 11029 100.00%

Tipo de Vehículo Eje de carga Eje de Carga kips (kilolibras) Factor de equivalencia

AUT 1 2.205 !"!!!#$%

1 2.205 !"!!!#$%

&TAT' A* 1 2.205 !"!!!#$%

1 2.205 !"!!!#$%

CA+',ETA&

-'C. U- 1 2.205 !"!!!#$%1 2.205 !"!!!#$%

-AE/ 1 2.205 !"!!!#$%

1 2.205 !"!!!#$%

0U0A/ Co1bi 1 2.205 !"!!!#$%

1 2.205 !"!!!#$%

+'C0 1 2.205 !"!!!#$%

1 2.205 !"!!!#$%

CA.O&+TA$

$+.T,AL+,


8/12

2U& 3E 7 15.435 4"35$

11 24.255 $"$$6

CA+'7

3E 7 15.435 4"35$

11 24.255 $"$$6

$E 7 15.435 4"35$

18 39.69

$"#68#E

7 15.435 4"35$

23 50.715 $"%86

3&4

7 15.435 4"35$

11 24.255 $"$$6

11 24.255 $"$$6

3&3

7 15.435 4"35$

11 24.255 $"$$6

18 39.69 $"#68

3&$

7 15.435 4"35$11 24.255 $"$$625 55.125 #"4%6

$&4

7 15.435 4"35$

18 39.69 $"#68

11 24.255 $"$$6

$&3

7 15.435 4"35$

18 39.69 $"#68

18 39.69 $"#68

9:$&$

7 15.435 4"35$

18 39.69 $"#6825 55.125 #"4%6

T0A;/E0

3T3

7 15.435 4"35$

11 24.255 $"$$6

11 24.255 $"$$6

11 24.255 $"$$6

3T$

7 15.435 4"35$

11 24.255 $"$$6

11 24.255 $"$$6

18 39.69 $"#68

$T3

7 15.435 4"35$

18 39.69 $"#68

11 24.255 $"$$6

11 24.255 $"$$6

9:$T$

7 15.435 4"35$

18 39.69 $"#68

11 24.255 $"$$6

&E+'T0A;/E0


9/12

18 39.69 $"#68

24,433.23


10/12

Eje Equivalente

1,420 0.62

1,420 0.62

1,148 0.50

1,148 0.50

830 0.36

830 0.36

1,038 0.45

1,038 0.45

1,097 0.48

1,097 0.48

1,240 0.54

1,240 0.54

0epeticionesdiarias


11/12

1,085 1,381.03

1,085 3,618.29

971 1,235.92

971 3,238.12

576 733.15

576 1,991.81492 626.23

492 1,813.19

497 632.60

497 1,657.41

497 1,657.41

166 211.29

166 553.58

166 574.03

104 132.37

104 346.82

104 433.15

76 96.74

76 262.81

76 253.45

59 75.10

59 204.02

59 204.02

53 67.46

53 183.27

53 220.74

29 36.91

29 96.71

29 96.71

29 96.71

31 39.46

31 103.38

31 103.38

31 107.20

44 56.00

44 152.15

44 146.73

44 146.73

73 92.92

73 252.43

73 243.44


12/12

73 252.43

2443323+$AL0

conteo de trafico final ua

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