calculo+de+trafico(1)

Ing. Enzo A. Morales Berrio Consultor

FACTOR TRAFICO EN PAVIMENTO FLEXIBLE

PROYECTO :MEJORAMIENTO DE LA AVENIDA SAENZ PEÑA KM0+000 AL KM 06+00 ( CON DOS INTERCAMBIOS VIALES )

Pt= 2.5 Indice de serviciabilidad ( bondad de servicio) L2=1 Eje SimpleSN= 5 Número estructutural, (calidad de la capa) L2=2 Eje TandemLx = Carga en Kips sobre un eje Simple, Tandem y tridem L2=3 Eje TridemL2 = 1, 2, 3 Codigo de eje

EALF = FACTOR DE EJE DE CARGA EQUIVALENTE :

0.499 Para Lx=18 y L2=1 -0.201

MEDIO DE TRANSPORTE IMDAPESO POR EJES (Tn)

L2 FC*IMDAEJE % Lx

VEHICULOS MENORESCATEGORIA " L" 22869MOTOKAR / MOTO LINEAL

22869 0.30Del. 30.0% 0.09

0.6610.198 1 0.400 0.0000022

0.000008 0.1844213Post. 01 70.0% 0.21 0.463 1 0.400 0.0000058VEHIC. MAYORCATEGORIA " M" 2548AUTOMOVILES

663 3.00Del. 50.0% 1.50 6.608

3.304 1 0.401 0.00102210.002044 1.3556900Post. 01 50.0% 1.50 3.304 1 0.401 0.0010221

STATION WAGON1356 3.50

Del. 50.0% 1.757.709

3.855 1 0.401 0.00181740.003635 4.9299159Post. 01 50.0% 1.75 3.855 1 0.401 0.0018174

CAMIONETA PICK UP470 5.00

Del. 50.0% 2.50 11.0135.507 1 0.403 0.0073516

0.014703 6.9166299Post. 01 50.0% 2.50 5.507 1 0.403 0.0073516PANEL

18 5.00Del. 50.0% 2.50

11.0135.507 1 0.403 0.0073516

0.014703 0.2664297Post. 01 50.0% 2.50 5.507 1 0.403 0.0073516COMBI

29 7.00Del. 50.0% 3.50 15.419

7.709 1 0.408 0.02930850.058617 1.7279327Post. 01 50.0% 3.50 7.709 1 0.408 0.0293085

BUS (B2)11 18.00

Del. 38.9% 7.0039.648

15.419 1 0.462 0.53535273.680582 40.4230391Post. 01 61.1% 11.00 24.229 1 0.647 3.1452289

BUS (B3-1)0

Del. 7.00 1Post. 01 16.00 2

BUS (B4-1)0

Del. 14.00 2Post. 01 16.00 2

BUS (BA-1)

0Del. 7.00 1

Post. 01 11.00 1Post. 02 7.00 1

VEHICULOS PESADOSCATEGORIA " N" 60000C=CAMIONCAMION (C2)

0Del. 7.00 1

Post. 01 11.00 1CAMION (C3)

0Del. 7.00 1

Post. 01 18.00 2

0Del. 7.00 1

Post. 01 23.00 3

0Del. 14.00 2

Post. 01 18.00 2CATEGORIA " O"TS=TRACTO CAMIÓN + SEMIREMOLQUET2S1

0Del. 7.00 1

Post. 01 11.00 1Post. 02 11.00 1

T2S2

0Del. 7.00 1

Post. 01 11.00 1Post. 02 18.00 2

T2Se2

0

Del. 7.00 1Post. 01 11.00 1Post. 02 11.00 1Post. 03 11.00 1

T2S3

0Del. 7.00 1

Post. 01 11.00 1Post. 02 25.00 3

T2Se3

0


T3S1

0Del. 7.00 1

Post. 01 18.00 2Post. 02 11.00 1

T3S2

0Del. 7.00 1

Post. 01 18.00 2Post. 02 18.00 2

T3Se2

0


T3S3

20000 50.00Del. 14.0% 7.00

110.13215.419 1 0.462 0.5353527

4.337612 86752.2307745

Es el número de cargas equivalentes que definen el daño por paso, sobre una superficie de rodadura debido al eje en cuestión, en relación al paso de un eje de carga Stándar, que ususalmente es de 18 Kips=18000lb Calculado mediante las siguientes expresiones

B18= Gt=

PESO TOTAL

(Tn)

PESO TOTAL (Kips)

Lx POR EJES (Kips)

BxEALFi

(POR EJE)

FACTOR CAMIÓN

FC=SEALFi

CAMION (C4)1-3

CAMION (C4)2-2

LOG (W tx

W t18)=4 .79 LOG(18+1 )−4 .79LOG ( Lx+L2)+4 .33LOG ( L2 )+

GtBx

−GtB18

Gt=LOG (4 .2−P t4 .2−1 . 5

)B x=0. 4+0 . 08(Lx+L2 )3.23

( SN+1)5 .19 L23.23

EALF=W t 18

W tx

B18=0. 4+0 . 08(18+1)3 . 23

(SN+1 )5.19


T3S3

20000 50.00 Post. 01 36.0% 18.00 110.132 39.648 2 0.533 2.0109866 4.337612 86752.2307745Post. 02 50.0% 25.00 55.066 3 0.505 1.7912722

T3Se3

0


CR=CAMIÓN + REMOLQUEC2R2

0


C2R3

0


C3R2

0


C3R3

0


C3R4

0


C4R2

0


C4R3

0


C4R2

0


C4R3

0


C4R4

0


CRB=CAMIÓN + REMOLQUE BALANCEADOC2RB1

0Del. 7.00 1

Post. 01 11.00 1Post. 02 11.00 1

C2RB2

0Del. 7.00 1

Post. 01 11.00 1Post. 02 18.00 2

C3RB1

0Del. 7.00 1

Post. 01 18.00 2Post. 02 11.00 1

C3RB2

0Del. 7.00 1

Post. 01 18.00 2Post. 02 18.00 2

C4RB1

0Del. 7.00 1

Post. 01 23.00 3Post. 02 11.00 1

C4RB2

0Del. 7.00 1

Post. 01 23.00 3Post. 02 18.00 2

C4RB1

0Del. 14.00 2

Post. 01 18.00 2Post. 02 11.00 1

C4RB2

0Del. 14.00 2

Post. 01 18.00 2Post. 02 18.00 2

TS=TRACTO CAMIÓN + SEMIREMOLQUE DOBLET3S2S2

0


T3Se2Se2

0

Del. 7.00 1Post. 01 18.00 2Post. 02 11.00 1Post. 03 11.00 1Post. 04 11.00 1Post. 05 11.00 1

TS=TRACTO CAMIÓN + SEMIREMOLQUE TRIPLET3S2S1S2

0

Del. 7.00 1Post. 01 18.00 2


T3S2S1S2

0 Post. 02 18.00 2Post. 03 11.00 1Post. 04 18.00 2

T3Se2S1Se2

40000 80.00

Del. 8.8% 7.00

176.211

15.419 1 0.462 0.5353527

18.272484 730899.3526407

Post. 01 22.5% 18.00 39.648 2 0.533 2.0109866Post. 02 13.8% 11.00 24.229 1 0.647 3.1452289Post. 03 13.8% 11.00 24.229 1 0.647 3.1452289Post. 04 13.8% 11.00 24.229 1 0.647 3.1452289Post. 05 13.8% 11.00 24.229 1 0.647 3.1452289Post. 06 13.8% 11.00 24.229 1 0.647 3.1452289

NDICE MEDIO DIARIO ANUAL 60000 S = 817651.5834152

r = 3.90% Tasa de crecimientoY = 20 Periodo de diseñoG = Factor de de crecimientoD= 0.5 Factor de Distribución en Dirección (G)(Y) = 29.471 FACTOR DEL TRAFICO VEHICULAR ACUMULADOL= 1 Factor de Distribución por Carril

= 4,397,703,729.11

(G)(Y )=(1+r )Y−1r

ESAL=∑i=1

i=mFACTORCAMIÓN i×IMD i(G )(D )(L)(Y )×365


1000Lb =1Kips

2

2

2

2

2

2

2

2

2

3

2

2

2

2

3

3

4

3

4

3

3

4

3


4

4

4

4

4

4

61.004

52.004

59.004

54.004

54.004

68.00

3

3

3

3

3

3

3

3

50.00

4

61.006

5


72.007

80.00

Ing. Enzo A. Morales Berrio. Consultor

FACTOR TRAFICO EN PAVIMENTO RIGIDO

PROYECTO :MEJORAMIENTO DE LA AVENIDA SAENZ PEÑA KM0+000 AL KM 06+00 ( CON DOS INTERCAMBIOS VIALES )

Pt= 2.5 Indice de serviciabilidad ( bondad de servicio) L2=1 Eje SimpleD= 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 TridemL2 = 1, 2, 3 Codigo de eje

EALF = FACTOR DE EJE DE CARGA EQUIVALENTE :

1.056 Para Lx=18 y L2=1 -0.201

MEDIO DE TRANSPORTE IMDAPESO POR EJES (Tn)

L2 FC*IMDAEJE % Lx

VEHICULOS MENORESCATEGORIA " L" 22869MOTOKAR / MOTO LINEAL

22869 0.30Del. 30.0% 0.09 0.661

0.198 1 1.000 0.00000290.000010 0.2346776Post. 01 70.0% 0.21 0.463 1 1.000 0.0000073

VEHIC. MAYORCATEGORIA " M" 2548AUTOMOVILES

663 3.00Del. 50.0% 1.50

6.6083.304 1 1.000 0.0010748

0.002150 1.4255509Post. 01 50.0% 1.50 3.304 1 1.000 0.0010748STATION WAGON

1356 3.50Del. 50.0% 1.75 7.709

3.855 1 1.000 0.00187440.003749 5.0845615Post. 01 50.0% 1.75 3.855 1 1.000 0.0018744

CAMIONETA PICK UP470 5.00

Del. 50.0% 2.5011.013

5.507 1 1.000 0.00725270.014505 6.8235194Post. 01 50.0% 2.50 5.507 1 1.000 0.0072527

PANEL18 5.00

Del. 50.0% 2.50 11.0135.507 1 1.000 0.0072527

0.014505 0.2628431Post. 01 50.0% 2.50 5.507 1 1.000 0.0072527COMBI

29 7.00Del. 50.0% 3.50

15.4197.709 1 1.001 0.0278842

0.055768 1.6439590Post. 01 50.0% 3.50 7.709 1 1.001 0.0278842BUS (B2)

11 18.00Del. 38.9% 7.00 39.648

15.419 1 1.026 0.51586693.983575 43.7507467Post. 01 61.1% 11.00 24.229 1 1.245 3.4677077

BUS (B3-1)0

Del. 7.00 1Post. 01 16.00 2

BUS (B4-1)0

Del. 14.00 2Post. 01 16.00 2

BUS (BA-1)

0Del. 7.00 1

Post. 01 11.00 1Post. 02 7.00 1

VEHICULOS PESADOSCATEGORIA " N" 501C=CAMIONCAMION (C2)

226 18.00Del. 38.9% 7.00 39.648

15.419 1 1.026 0.51586693.983575 900.2231466Post. 01 61.1% 11.00 24.229 1 1.245 3.4677077

CAMION (C3)135 25.00

Del. 28.0% 7.00 55.06615.419 1 1.026 0.5158669

4.087125 550.0795751Post. 01 72.0% 18.00 39.648 2 1.290 3.5712579

9 30.00Del. 23.3% 7.00

66.07915.419 1 1.026 0.5158669

3.588177 31.9041607Post. 01 76.7% 23.00 50.661 3 1.260 3.0723106

2 32.00Del. 43.8% 14.00 70.485

30.837 2 1.084 1.27484584.846104 8.0939109Post. 01 56.3% 18.00 39.648 2 1.290 3.5712579

CATEGORIA " O"TS=TRACTO CAMIÓN + SEMIREMOLQUET2S1

0Del. 7.00 1

Post. 01 11.00 1Post. 02 11.00 1

T2S2

4 36.00Del. 19.4% 7.00

79.29515.419 1 1.026 0.5158669

7.554832 27.5119618Post. 01 30.6% 11.00 24.229 1 1.245 3.4677077Post. 02 50.0% 18.00 39.648 2 1.290 3.5712579

T2Se2

0


T2S3

27 43.00Del. 16.3% 7.00

94.71415.419 1 1.026 0.5158669

8.255941 222.3961967Post. 01 25.6% 11.00 24.229 1 1.245 3.4677077Post. 02 58.1% 25.00 55.066 3 1.392 4.2723669

T2Se3

2 47.00

Del. 14.9% 7.00

103.524

15.419 1 1.026 0.5158669

11.022540 16.6431667Post. 01 23.4% 11.00 24.229 1 1.245 3.4677077Post. 02 23.4% 11.00 24.229 1 1.245 3.4677077Post. 03 38.3% 18.00 39.648 2 1.290 3.5712579

T3S1

0Del. 7.00 1

Post. 01 18.00 2Post. 02 11.00 1

T3S2

1 43.00Del. 16.3% 7.00

94.71415.419 1 1.026 0.5158669

7.658383 4.8309828Post. 01 41.9% 18.00 39.648 2 1.290 3.5712579Post. 02 41.9% 18.00 39.648 2 1.290 3.5712579

T3Se2

3 47.00

Del. 14.9% 7.00

103.524

15.419 1 1.026 0.5158669

11.022540 28.9303308Post. 01 38.3% 18.00 39.648 2 1.290 3.5712579Post. 02 23.4% 11.00 24.229 1 1.245 3.4677077Post. 03 23.4% 11.00 24.229 1 1.245 3.4677077

T3S3

81 50.00Del. 14.0% 7.00

110.13215.419 1 1.026 0.5158669

8.359492 678.3506742

Es el número de cargas equivalentes que definen el daño por paso, sobre una superficie de rodadura debido al eje en cuestión, en relación al paso de un eje de carga Stándar, que ususalmente es de 18 Kips=18000lb Calculado mediante las siguientes expresiones

B18= Gt=

PESO TOTAL

(Tn)

PESO TOTAL (Kips)

Lx POR EJES (Kips)

BxEALFi

(POR EJE)

FACTOR CAMIÓN

FC=SEALFi

CAMION (C4)1-3

CAMION (C4)2-2

Gt=LOG (4 .2−P t4 .2−1 . 5

)

EALF=W t 18

W tx

LOG (W tx

W t18)=4 .62 LOG(18+1 )−4 .62LOG (Lx+L2)+3 .28 LOG(L2)+

GtBx

−GtB18

B x=1+3 .63(Lx+L2)5 .2

(D+1)8 . 46 L23 .52B18=1+

3 .63(18+1)5 .2

(D+1)8 .46


T3S3

81 50.00 Post. 01 36.0% 18.00 110.132 39.648 2 1.290 3.5712579 8.359492 678.3506742Post. 02 50.0% 25.00 55.066 3 1.392 4.2723669

T3Se3

6 54.00

Del. 13.0% 7.00

118.943

15.419 1 1.026 0.5158669

11.126090 66.1112485Post. 01 33.3% 18.00 39.648 2 1.290 3.5712579Post. 02 20.4% 11.00 24.229 1 1.245 3.4677077Post. 03 33.3% 18.00 39.648 2 1.290 3.5712579

CR=CAMIÓN + REMOLQUEC2R2

0


C2R3

0


C3R2

2 47.00

Del. 14.9% 7.00

103.524

15.419 1 1.026 0.5158669

11.022540 18.2424447Post. 01 38.3% 18.00 39.648 2 1.290 3.5712579Post. 02 23.4% 11.00 24.229 1 1.245 3.4677077Post. 03 23.4% 11.00 24.229 1 1.245 3.4677077

C3R3

3 54.00

Del. 13.0% 7.00

118.943

15.419 1 1.026 0.5158669

11.126090 34.5087060Post. 01 33.3% 18.00 39.648 2 1.290 3.5712579Post. 02 20.4% 11.00 24.229 1 1.245 3.4677077Post. 03 33.3% 18.00 39.648 2 1.290 3.5712579

C3R4

1 61.00

Del. 11.5% 7.00

134.361

15.419 1 1.026 0.5158669

11.229641 10.6256508Post. 01 29.5% 18.00 39.648 2 1.290 3.5712579Post. 02 29.5% 18.00 39.648 2 1.290 3.5712579Post. 03 29.5% 18.00 39.648 2 1.290 3.5712579

C4R2

0


C4R3

0 59.00

Del. 11.9% 7.00

129.956

15.419 1 1.026 0.5158669

10.627143 3.3518529Post. 01 39.0% 23.00 50.661 3 1.260 3.0723106Post. 02 18.6% 11.00 24.229 1 1.245 3.4677077Post. 03 30.5% 18.00 39.648 2 1.290 3.5712579

C4R2

0


C4R3

0


C4R4

0


CRB=CAMIÓN + REMOLQUE BALANCEADOC2RB1

0Del. 7.00 1

Post. 01 11.00 1Post. 02 11.00 1

C2RB2

0Del. 7.00 1

Post. 01 11.00 1Post. 02 18.00 2

C3RB1

0Del. 7.00 1

Post. 01 18.00 2Post. 02 11.00 1

C3RB2

2 43.00Del. 16.3% 7.00

94.71415.419 1 1.026 0.5158669

7.658383 14.4929483Post. 01 41.9% 18.00 39.648 2 1.290 3.5712579Post. 02 41.9% 18.00 39.648 2 1.290 3.5712579

C4RB1

0Del. 7.00 1

Post. 01 23.00 3Post. 02 11.00 1

C4RB2

0Del. 7.00 1

Post. 01 23.00 3Post. 02 18.00 2

C4RB1

0Del. 14.00 2

Post. 01 18.00 2Post. 02 11.00 1

C4RB2

0Del. 14.00 2

Post. 01 18.00 2Post. 02 18.00 2

TS=TRACTO CAMIÓN + SEMIREMOLQUE DOBLET3S2S2

0


T3Se2Se2

0

Del. 7.00 1Post. 01 18.00 2Post. 02 11.00 1Post. 03 11.00 1Post. 04 11.00 1Post. 05 11.00 1

TS=TRACTO CAMIÓN + SEMIREMOLQUE TRIPLET3S2S1S2

0

Del. 7.00 1Post. 01 18.00 2


T3S2S1S2

0 Post. 02 18.00 2Post. 03 11.00 1Post. 04 18.00 2

T3Se2S1Se2

0

Del. 7.00 1Post. 01 18.00 2Post. 02 11.00 1Post. 03 11.00 1Post. 04 11.00 1Post. 05 11.00 1Post. 06 11.00 1

NDICE MEDIO DIARIO ANUAL 25919 S = 2660.0477040

r = 3.90% Tasa de crecimientoY = 20 Periodo de diseñoG = Factor de de crecimientoD= 0.5 Factor de Distribución en Dirección (G)(Y) = 29.471 FACTOR DEL TRAFICO VEHICULAR ACUMULADOL= 1 Factor de Distribución por Carril

= 14,306,951.70

(G)(Y )=(1+r )Y−1r

ESAL=∑i=1

i=mFACTORCAMIÓN i×IMD i(G )(D )(L)(Y )×365


1000Lb =1Kips

2

2

2

2

2

2

2

2

2

3

2

2

2

2

3

3

4

3

4

3

3

4

3


4

4

4

4

4

4

61.004

52.004

59.004

54.004

54.004

68.00

3

3

3

3

3

3

3

3

50.00

4

61.006

5


72.007

80.00

calculo+de+trafico(1)

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