calculo de trafico.xls

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Transcript of calculo de trafico.xls

Ing. Enzo A. Morales Berrio Consultor

FACTOR TRAFICO EN PAVIMENTO FLEXIBLEPROYECTO : MEJORAMIENTO DE LA AVENIDA SAENZ PEA KM0+000 AL KM 06+00 ( CON DOS INTERCAMBIOS VIALES ) Pt= 2.5 Indice de serviciabilidad ( bondad de servicio) L2=1 Eje Simple SN= 5 Nmero estructutural, (calidad de la capa) L2=2 Eje Tandem Lx = Carga en Kips sobre un eje Simple, Tandem y tridem L2=3 Eje Tridem L2 = 1, 2, 3 Codigo de eje EALF = FACTOR DE EJE DE CARGA EQUIVALENTE : Es el nmero de cargas equivalentes que definen el dao por paso, sobre una superficie de rodadura debido al eje en cuestin, en relacin al paso de un eje de carga Stndar, que ususalmente es de 18 Kips=18000lb Calculado mediante las siguientes expresiones

B18=MEDIO DE TRANSPORTE VEHICULOS MENORES CATEGORIA " L"MOTOKAR / MOTO LINEAL

0.499L2

Para Lx=18 y L2=1Bx EALFi (POR EJE)

Gt= -0.201FACTOR CAMIN FC=SEALFi FC*IMDA

IMDA

PESO TOTAL (Tn)

PESO POR EJES (Tn) EJE % Lx

PESO TOTAL (Kips)

Lx POR EJES (Kips)

22869 22869 2548 663 1356 470 18 29 11 0 0 0 3.00 3.50 5.00 5.00 7.00 18.00 Del. Post. 01 Del. Post. 01 Del. Post. 01 Del. Post. 01 Del. Post. 01 Del. Post. 01 Del. Post. 01 Del. Post. 01 Del. Post. 01 Post. 02 50.0% 50.0% 50.0% 50.0% 50.0% 50.0% 50.0% 50.0% 50.0% 50.0% 38.9% 61.1% 1.50 1.50 1.75 1.75 2.50 2.50 2.50 2.50 3.50 3.50 7.00 11.00 7.00 16.00 14.00 16.00 7.00 11.00 7.00 6.608 7.709 11.013 11.013 15.419 39.648 3.304 3.304 3.855 3.855 5.507 5.507 5.507 5.507 7.709 7.709 15.419 24.229 1 1 1 1 1 1 1 1 1 1 1 1 1 2 2 2 1 1 1 0.401 0.401 0.401 0.401 0.403 0.403 0.403 0.403 0.408 0.408 0.462 0.647 0.0010221 0.0010221 0.0018174 0.0018174 0.0073516 0.0073516 0.0073516 0.0073516 0.0293085 0.0293085 0.5353527 3.1452289 0.002044 0.003635 0.014703 0.014703 0.058617 3.680582 1.3556900 4.9299159 6.9166299 0.2664297 1.7279327 40.4230391 0.30 Del. Post. 01 30.0% 70.0% 0.09 0.21 0.661 0.198 0.463 1 1 0.400 0.400 0.0000022 0.0000058 0.000008 0.1844213

VEHIC. MAYOR CATEGORIA " M"AUTOMOVILES STATION WAGON CAMIONETA PICK UP PANEL COMBI BUS (B2) BUS (B3-1) BUS (B4-1) BUS (BA-1)

VEHICULOS PESADOS CATEGORIA " N" C=CAMIONCAMION (C2) CAMION (C3) CAMION (C4)1-3 CAMION (C4)2-2

501 226 135 9 2 18.00 25.00 30.00 32.00 Del. Post. 01 Del. Post. 01 Del. Post. 01 Del. Post. 01 38.9% 61.1% 28.0% 72.0% 23.3% 76.7% 43.8% 56.3% 7.00 11.00 7.00 18.00 7.00 23.00 14.00 18.00 39.648 55.066 66.079 70.485 15.419 24.229 15.419 39.648 15.419 50.661 30.837 39.648 1 1 1 2 1 3 2 2 0.462 0.647 0.462 0.533 0.462 0.481 0.462 0.533 0.5353527 3.1452289 0.5353527 2.0109866 0.5353527 1.2839355 0.7364000 2.0109866 3.680582 2.546339 1.819288 2.747387 831.7516435 342.7077298 16.1761409 4.5886560

CATEGORIA " O"TS=TRACTO CAMIN + SEMIREMOLQUET2S1

0T2S2

4T2Se2

36.00

0T2S3

27T2Se3

43.00

2T3S1

47.00

0T3S2

1T3Se2

43.00

3

47.00

Del. Post. 01 Post. 02 Del. Post. 01 Post. 02 Del. Post. 01 Post. 02 Post. 03 Del. Post. 01 Post. 02 Del. Post. 01 Post. 02 Post. 03 Del. Post. 01 Post. 02 Del. Post. 01 Post. 02 Del. Post. 01 Post. 02 Post. 03

19.4% 30.6% 50.0%

16.3% 25.6% 58.1% 14.9% 23.4% 23.4% 38.3%

16.3% 41.9% 41.9% 14.9% 38.3% 23.4% 23.4%

7.00 11.00 11.00 7.00 11.00 18.00 7.00 11.00 11.00 11.00 7.00 11.00 25.00 7.00 11.00 11.00 18.00 7.00 18.00 11.00 7.00 18.00 18.00 7.00 18.00 11.00 11.00

79.295

15.419 24.229 39.648

94.714

103.524

15.419 24.229 55.066 15.419 24.229 24.229 39.648

94.714

103.524

15.419 39.648 39.648 15.419 39.648 24.229 24.229

1 1 1 1 1 2 1 1 1 1 1 1 3 1 1 1 2 1 2 1 1 2 2 1 2 1 1

0.462 0.647 0.533

0.5353527 3.1452289 2.0109866

5.691568

20.7266286

0.462 0.647 0.505 0.462 0.647 0.647 0.533

0.5353527 3.1452289 1.7912722 0.5353527 3.1452289 3.1452289 2.0109866

5.471854

147.3992374

8.836797

13.3428669

0.462 0.533 0.533 0.462 0.533 0.647 0.647

0.5353527 2.0109866 2.0109866 0.5353527 2.0109866 3.1452289 3.1452289

4.557326

2.8748058

8.836797

23.1935160

Ing. Enzo A. Morales Berrio Consultor

T3S3

81T3Se3

50.00

6CR=CAMIN + REMOLQUEC2R2

54.00

Del. Post. 01 Post. 02 Del. Post. 01 Post. 02 Post. 03 Del. Post. 01 Post. 02 Post. 03 Del. Post. 01 Post. 02 Post. 03 Del. Post. 01 Post. 02 Post. 03 Del. Post. 01 Post. 02 Post. 03 Del. Post. 01 Post. 02 Post. 03 Del. Post. 01 Post. 02 Post. 03 Del. Post. 01 Post. 02 Post. 03 Del. Post. 01 Post. 02 Post. 03 Del. Post. 01 Post. 02 Post. 03 Del. Post. 01 Post. 02 Post. 03 Del. Post. 01 Post. 02 Del. Post. 01 Post. 02 Del. Post. 01 Post. 02 Del. Post. 01 Post. 02 Del. Post. 01 Post. 02 Del. Post. 01 Post. 02 Del. Post. 01 Post. 02 Del. Post. 01 Post. 02 Del. Post. 01 Post. 02 Post. 03 Del. Post. 01 Post. 02 Post. 03 Post. 04 Post. 05

14.0% 36.0% 50.0% 13.0% 33.3% 20.4% 33.3%

7.00 18.00 25.00 7.00 18.00 11.00 18.00 7.00 11.00 11.00 11.00 7.00 11.00 11.00 18.00 7.00 18.00 11.00 11.00 7.00 18.00 11.00 18.00 7.00 18.00 18.00 18.00 7.00 23.00 11.00 11.00 7.00 23.00 11.00 18.00 14.00 18.00 11.00 11.00 14.00 18.00 11.00 11.00 14.00 18.00 18.00 18.00 7.00 11.00 11.00 7.00 11.00 18.00 7.00 18.00 11.00 7.00 18.00 18.00 7.00 23.00 11.00 7.00 23.00 18.00 14.00 18.00 11.00 14.00 18.00 18.00 7.00 18.00 18.00 18.00 7.00 18.00 11.00 11.00 11.00 11.00

110.132

118.943

15.419 39.648 55.066 15.419 39.648 24.229 39.648

1 2 3 1 2 1 2 1 1 1 1 1 1 1 2 1 2 1 1 1 2 1 2 1 2 2 2 1 3 1 1 1 3 1 2 2 2 1 1 2 2 1 2 2 2 2 2 1 1 1 1 1 2 1 2 1 1 2 2 1 3 1 1 3 2 2 2 1 2 2 2 1 2 2 2 1 2 1 1 1 1

0.462 0.533 0.505 0.462 0.533 0.647 0.533

0.5353527 2.0109866 1.7912722 0.5353527 2.0109866 3.1452289 2.0109866

4.337612

351.9857249

7.702555

45.7685944

0C2R3

0C3R2

2C3R3

47.00

3C3R4

54.00

1C4R2

61.00

14.9% 38.3% 23.4% 23.4% 13.0% 33.3% 20.4% 33.3% 11.5% 29.5% 29.5% 29.5%

103.524

118.943

134.361

15.419 39.648 24.229 24.229 15.419 39.648 24.229 39.648 15.419 39.648 39.648 39.648

0.462 0.533 0.647 0.647 0.462 0.533 0.647 0.533 0.462 0.533 0.533 0.533

0.5353527 2.0109866 3.1452289 3.1452289 0.5353527 2.0109866 3.1452289 2.0109866 0.5353527 2.0109866 2.0109866 2.0109866

8.836797

14.6250119

7.702555

23.8902608

6.568313

6.2150338

0C4R3

0C4R2

59.00

11.9% 39.0% 18.6% 30.5%

129.956

15.419 50.661 24.229 39.648

0.462 0.481 0.647 0.533

0.5353527 1.2839355 3.1452289 2.0109866

6.975504

2.2001080

0C4R3

0C4R4

0CRB=CAMIN + REMOLQUE BALANCEADOC2RB1

0C2RB2

0C3RB1

0C3RB2

2C4RB1

43.00

16.3% 41.9% 41.9%

94.714

15.419 39.648 39.648

0.462 0.533 0.533

0.5353527 2.0109866 2.0109866

4.557326

8.6244175

0C4RB2

0C4RB1

0C4RB2

0TS=TRACTO CAMIN + SEMIREMOLQUE DOBLET3S2S2

0T3Se2Se2

0

TS=TRACTO CAMIN + SEMIREMOLQUE TRIPLE

Ing. Enzo A. Morales Berrio Consultor

T3S2S1S2

0

T3Se2S1Se2

0

Del. Post. 01 Post. 02 Post. 03 Post. 04 Del. Post. 01 Post. 02 Post. 03 Post. 04 Post. 05 Post. 06

7.00 18.00 18.00 11.00 18.00 7.00 18.00 11.00 11.00 11.00 11.00 11.00

1 2 2 1 2 1 2 1 1 1 1 1S=

INDICE MEDIO DIARIO ANUAL r= Y= G= D= L=

25919 3.90% 20 0.5 1 Tasa de crecimiento Periodo de diseo Factor de de crecimiento Factor de Distribucin en Direccin Factor de Distribucin por Carril

1911.8744351

(G)(Y) =

29.471 FACTOR DEL TRAFICO VEHICULAR ACUMULADO

=

10,282,934.08

Ing. Enzo A. Morales Berrio Consultor

1000Lb =1Kips

2

2 2 2 2 2 2 2 2 3

2 2 2 2

3

3

4

3

4

3

3

4

Ing. Enzo A. Morales Berrio Consultor

3

4

4

4

4

4

4

61.00 4

52.00 4

59.00 4

54.00 4

54.00 4

68.00 3

3

3

3

3

3

3

3 50.00 4

61.00 6

Ing. Enzo A. Morales Berrio Consultor

5

72.00 7

80.00

Ing. Enzo A. Morales Berrio. Consultor

FACTOR TRAFICO EN PAVIMENTO RIGIDOPROYECTO : MEJORAMIENTO DE LA AVENIDA SAENZ PEA KM0+000 AL KM 06+00 ( CON DOS INTERCAMBIOS VIALES ) Pt= 2.5 Indice de serviciabilidad ( bondad de servicio) L2=1 Eje Simple D= 9 Espesor de la losa en Pulgadas L2=2 Eje Tandem Lx = Carga en Kips sobre un eje Simple, Tandem y tridem L2=3 Eje Tridem L2 = 1, 2, 3 Codigo de eje EALF = FACTOR DE EJE DE CARGA EQUIVALENTE : Es el nmero de cargas equivalentes que definen el dao por paso, sobre una superficie de rodadura debido al eje en cuestin, en relacin al paso de un eje de carga Stndar, que ususalmente es de 18 Kips=18000lb Calculado mediante las siguientes expresiones

B18=MEDIO DE TRANSPORTE VEHICULOS MENORES CATEGORIA " L"MOTOKAR / MOTO LINEAL

1.056L2

Para Lx=18 y L2=1Bx EALFi (POR EJE)

Gt= -0.201FACTOR CAMIN FC=SEALFi FC*IMDA

IMDA

PESO TOTAL (Tn)

PESO POR EJES (Tn) EJE % Lx

PESO TOTAL (Kips)

Lx POR EJES (Kips)

22869 22869 2548 663 1356 470 18 29 11 0 0 0 3.00 3.50 5.00 5.00 7.00 18.00 Del. Post. 01 Del. Post. 01 Del. Post. 01 Del. Post. 01 Del. Post. 01 Del. Post. 01 Del. Post. 01 Del. Post. 01 Del. Post. 01 Post. 02 50.0% 50.0% 50.0% 50.0% 50.0% 50.0% 50.0% 50.0% 50.0% 50.0% 38.9% 61.1% 1.50 1.50 1.75 1.75 2.50 2.50 2.50 2.50 3.50 3.50 7.00 11.00 7.00 16.00 14.00 16.00 7.00 11.00 7.00 6.608 7.709 11.013 11.013 15.419 39.648 3.304 3.304 3.855 3.855 5.507 5.507 5.507 5.507 7.709 7.709 15.419 24.229 1 1 1 1 1 1 1 1 1 1 1 1 1 2 2 2 1 1 1 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.001 1.001 1.026 1.245 0.0010748 0.0010748 0.0018744 0.0018744 0.0072527 0.0072527 0.0072527 0.0072527 0.0278842 0.0278842 0.5158669 3.4677077 0.002150 0.003749 0.014505 0.014505 0.055768 3.983575 1.4255509 5.0845615 6.8235194 0.2628431 1.6439590 43.7507467 0.30 Del. Post. 01 30.0% 70.0% 0.09 0.21 0.661 0.198 0.463 1 1 1.000 1.000 0.0000029 0.0000073 0.000010 0.2346776

VEHIC. MAYOR CATEGORIA " M"AUTOMOVILES STATION WAGON CAMIONETA PICK UP PANEL COMBI BUS (B2) BUS (B3-1) BUS (B4-1) BUS (BA-1)

VEHICULOS PESADOS CATEGORIA " N" C=CAMIONCAMION (C2) CAMION (C3) CAMION (C4)1-3 CAMION (C4)2-2

501 226 135 9 2 18.00 25.00 30.00 32.00 Del. Post. 01 Del. Post. 01 Del. Post. 01 Del. Post. 01 38.9% 61.1% 28.0% 72.0% 23.3% 76.7% 43.8% 56.3% 7.00 11.00 7.00 18.00 7.00 23.00 14.00 18.00 39.648 55.066 66.079 70.485 15.419 24.229 15.419 39.648 15.419 50.661 30.837 39.648 1 1 1 2 1 3 2 2 1.026 1.245 1.026 1.290 1.026 1.260 1.084 1.290 0.5158669 3.4677077 0.5158669 3.5712579 0.5158669 3.0723106 1.2748458 3.5712579 3.983575 4.087125 3.588177 4.846104 900.2231466 550.0795751 31.9041607 8.0939109

CATEGORIA " O"TS=TRACTO CAMIN + SEMIREMOLQUET2S1

0T2S2

4T2Se2

36.00

0T2S3

27T2Se3

43.00

2T3S1

47.00

0T3S2

1T3Se2

43.00

3

47.00

Del. Post. 01 Post. 02 Del. Post. 01 Post. 02 Del. Post. 01 Post. 02 Post. 03 Del. Post. 01 Post. 02 Del. Post. 01 Post. 02 Post. 03 Del. Post. 01 Post. 02 Del. Post. 01 Post. 02 Del. Post. 01 Post. 02 Post. 03

19.4% 30.6% 50.0%

16.3% 25.6% 58.1% 14.9% 23.4% 23.4% 38.3%

16.3% 41.9% 41.9% 14.9% 38.3% 23.4% 23.4%

7.00 11.00 11.00 7.00 11.00 18.00 7.00 11.00 11.00 11.00 7.00 11.00 25.00 7.00 11.00 11.00 18.00 7.00 18.00 11.00 7.00 18.00 18.00 7.00 18.00 11.00 11.00

79.295

15.419 24.229 39.648

94.714

103.524

15.419 24.229 55.066 15.419 24.229 24.229 39.648

94.714

103.524

15.419 39.648 39.648 15.419 39.648 24.229 24.229

1 1 1 1 1 2 1 1 1 1 1 1 3 1 1 1 2 1 2 1 1 2 2 1 2 1 1

1.026 1.245 1.290

0.5158669 3.4677077 3.5712579

7.554832

27.5119618

1.026 1.245 1.392 1.026 1.245 1.245 1.290

0.5158669 3.4677077 4.2723669 0.5158669 3.4677077 3.4677077 3.5712579

8.255941

222.3961967

11.022540

16.6431667

1.026 1.290 1.290 1.026 1.290 1.245 1.245

0.5158669 3.5712579 3.5712579 0.5158669 3.5712579 3.4677077 3.4677077

7.658383

4.8309828

11.022540

28.9303308

Ing. Enzo A. Morales Berrio. Consultor

T3S3

81T3Se3

50.00

6CR=CAMIN + REMOLQUEC2R2

54.00

Del. Post. 01 Post. 02 Del. Post. 01 Post. 02 Post. 03 Del. Post. 01 Post. 02 Post. 03 Del. Post. 01 Post. 02 Post. 03 Del. Post. 01 Post. 02 Post. 03 Del. Post. 01 Post. 02 Post. 03 Del. Post. 01 Post. 02 Post. 03 Del. Post. 01 Post. 02 Post. 03 Del. Post. 01 Post. 02 Post. 03 Del. Post. 01 Post. 02 Post. 03 Del. Post. 01 Post. 02 Post. 03 Del. Post. 01 Post. 02 Post. 03 Del. Post. 01 Post. 02 Del. Post. 01 Post. 02 Del. Post. 01 Post. 02 Del. Post. 01 Post. 02 Del. Post. 01 Post. 02 Del. Post. 01 Post. 02 Del. Post. 01 Post. 02 Del. Post. 01 Post. 02 Del. Post. 01 Post. 02 Post. 03 Del. Post. 01 Post. 02 Post. 03 Post. 04 Post. 05

14.0% 36.0% 50.0% 13.0% 33.3% 20.4% 33.3%

7.00 18.00 25.00 7.00 18.00 11.00 18.00 7.00 11.00 11.00 11.00 7.00 11.00 11.00 18.00 7.00 18.00 11.00 11.00 7.00 18.00 11.00 18.00 7.00 18.00 18.00 18.00 7.00 23.00 11.00 11.00 7.00 23.00 11.00 18.00 14.00 18.00 11.00 11.00 14.00 18.00 11.00 11.00 14.00 18.00 18.00 18.00 7.00 11.00 11.00 7.00 11.00 18.00 7.00 18.00 11.00 7.00 18.00 18.00 7.00 23.00 11.00 7.00 23.00 18.00 14.00 18.00 11.00 14.00 18.00 18.00 7.00 18.00 18.00 18.00 7.00 18.00 11.00 11.00 11.00 11.00

110.132

118.943

15.419 39.648 55.066 15.419 39.648 24.229 39.648

1 2 3 1 2 1 2 1 1 1 1 1 1 1 2 1 2 1 1 1 2 1 2 1 2 2 2 1 3 1 1 1 3 1 2 2 2 1 1 2 2 1 2 2 2 2 2 1 1 1 1 1 2 1 2 1 1 2 2 1 3 1 1 3 2 2 2 1 2 2 2 1 2 2 2 1 2 1 1 1 1

1.026 1.290 1.392 1.026 1.290 1.245 1.290

0.5158669 3.5712579 4.2723669 0.5158669 3.5712579 3.4677077 3.5712579

8.359492

678.3506742

11.126090

66.1112485

0C2R3

0C3R2

2C3R3

47.00

3C3R4

54.00

1C4R2

61.00

14.9% 38.3% 23.4% 23.4% 13.0% 33.3% 20.4% 33.3% 11.5% 29.5% 29.5% 29.5%

103.524

118.943

134.361

15.419 39.648 24.229 24.229 15.419 39.648 24.229 39.648 15.419 39.648 39.648 39.648

1.026 1.290 1.245 1.245 1.026 1.290 1.245 1.290 1.026 1.290 1.290 1.290

0.5158669 3.5712579 3.4677077 3.4677077 0.5158669 3.5712579 3.4677077 3.5712579 0.5158669 3.5712579 3.5712579 3.5712579

11.022540

18.2424447

11.126090

34.5087060

11.229641

10.6256508

0C4R3

0C4R2

59.00

11.9% 39.0% 18.6% 30.5%

129.956

15.419 50.661 24.229 39.648

1.026 1.260 1.245 1.290

0.5158669 3.0723106 3.4677077 3.5712579

10.627143

3.3518529

0C4R3

0C4R4

0CRB=CAMIN + REMOLQUE BALANCEADOC2RB1

0C2RB2

0C3RB1

0C3RB2

2C4RB1

43.00

16.3% 41.9% 41.9%

94.714

15.419 39.648 39.648

1.026 1.290 1.290

0.5158669 3.5712579 3.5712579

7.658383

14.4929483

0C4RB2

0C4RB1

0C4RB2

0TS=TRACTO CAMIN + SEMIREMOLQUE DOBLET3S2S2

0T3Se2Se2

0

TS=TRACTO CAMIN + SEMIREMOLQUE TRIPLE

Ing. Enzo A. Morales Berrio. Consultor

T3S2S1S2

0

T3Se2S1Se2

0

Del. Post. 01 Post. 02 Post. 03 Post. 04 Del. Post. 01 Post. 02 Post. 03 Post. 04 Post. 05 Post. 06

7.00 18.00 18.00 11.00 18.00 7.00 18.00 11.00 11.00 11.00 11.00 11.00

1 2 2 1 2 1 2 1 1 1 1 1S=

INDICE MEDIO DIARIO ANUAL r= Y= G= D= L=

25919 3.90% 20 0.5 1 Tasa de crecimiento Periodo de diseo Factor de de crecimiento Factor de Distribucin en Direccin Factor de Distribucin por Carril

2660.0477040

(G)(Y) =

29.471 FACTOR DEL TRAFICO VEHICULAR ACUMULADO

=

14,306,951.70

Ing. Enzo A. Morales Berrio. Consultor

1000Lb =1Kips

2

2 2 2 2 2 2 2 2 3

2 2 2 2

3

3

4

3

4

3

3

4

Ing. Enzo A. Morales Berrio. Consultor

3

4

4

4

4

4

4

61.00 4

52.00 4

59.00 4

54.00 4

54.00 4

68.00 3

3

3

3

3

3

3

3 50.00 4

61.00 6

Ing. Enzo A. Morales Berrio. Consultor

5

72.00 7

80.00