Calculo Del Esal Para Pavimento Rigido (Metodo Aashto)

CALCULO DEL ESAL PARA PAVIMENTO RIGIDO (METODO AASHTO) ESTACION:

C-1

PROYECTO:

"PAVIMENTACION DE LA AV. UNIVERSITARIA (UNIVERSIDAD NACIONAL DE HUANCAVELICA E.A.P. INGENIERIA CIVIL-HVCA.)"

UBICACIÓN:

PUENTE VILLA AGRARIA

DATOS:

T=

20

años

FORMULA DEL ESAL PARA

esp =

200

mm

PAVIMENTO RIGIDO

Pt =

2

seviciabilidad final

METODO DEL AASHTO

D=

0.5

factor de direccion ida y vuelta

L=

1

un carril en cada sentido

=>

W18 =

100%

ESAL = ni = (no)i (G) (D) (L) (365) (Y)

Tipo de Vehiculo

CARGA Lx (kips) no r% Gt L2 B18 Bx log(Wtx/Wt) G = Wt/Wtx GY ESAL PARCIAL TOTAL

VEHICULOS LIGEROS Autos

Pick up

delant.

post.

delant.

1 2.2059 2756 0.045 -0.079 1 1 1 3.5704 0.0003 31.371 4243.5

0.8 1.7647 2756 0.045 -0.079 1 1 1 3.8674 0.0001 31.371 2141.2

1.2 2.6471 95 0.04 -0.079 1 1 1 3.3117 0.0005 29.778 251.9

post.

BUS

C. Rural delant.

1.5 1.5 3.3089 3.3089 95 22 0.04 0.03 -0.079 -0.079 1 1 1 1 1 1 2.9771 2.9771 0.0011 0.0011 29.778 26.870 544.24 113.73 7880.689404

Micros

2E

post.

delant.

post.

delant.

2 4.4118 22 0.03 -0.079 1 1 1 2.5198 0.003 26.870 325.95

2 4.4118 3 0.03 -0.079 1 1 1 2.5198 0.003 26.870 44.448

3 6.6177 3 0.03 -0.079 1 1 1 1.8338 0.0147 26.870 215.7

7 15.441 7 0.03 -0.079 1 1 1 0.2902 0.5126 26.870 17596

CAMIONES UNITARIOS 3E

post.

delant.

11 7 24.265 15.441 7 2 0.03 0.03 -0.079 -0.079 1 1 1 1 1 1 -0.572 0.2902 3.7307 0.5126 26.870 26.870 128063 5027.5 173455.6028

2E

SEMITRAILER

3E

post.

delant.

post.

16 35.294 2 0.03 -0.079 2 1 1 -0.366 2.3215 26.870 22769

7 15.441 15 0.03 -0.079 1 1 1 0.2902 0.5126 26.870 37706

11 24.265 15 0.03 -0.079 1 1 1 -0.572 3.7307 26.870 274421

delant.

4E post.

7 18 15.441 39.706 4 4 0.045 0.045 -0.079 -0.079 1 2 1 1 1 1 0.2902 -0.59 0.5126 3.8914 31.371 31.371 11739 89118 433807.27 744310.5858

2S1/2S2

2S3

delant.

post.

delant.

centr.

post.

delant.

centr.

7 15.441 1 0.04 -0.079 1 1 1 0.2902 0.5126 29.778 2785.8

23 50.736 1 0.04 -0.079 3 1 1 -0.521 3.3191 29.778 18037

7 15.441 1 0.03 -0.079 1 1 1 0.2902 0.5126 26.870 2513.7

11 24.265 1 0.03 -0.079 1 1 1 -0.572 3.7307 26.870 18295

18 39.706 1 0.03 -0.079 2 1 1 -0.59 3.8914 26.870 19083

7 15.441 1 0.03 -0.079 1 1 1 0.2902 0.5126 26.870 2513.7

11 24.265 1 0.03 -0.079 1 1 1 -0.572 3.7307 26.870 18295

3S1/3S2 post.

delant.

25 7 55.148 15.441 1 0 0.03 0.03 -0.079 -0.079 3 1 1 1 1 1 -0.679 0.2902 4.779 0.5126 26.870 26.870 23435 0 129167.0236

>=3S3

centr.

post.

delant.

centr.

post.

18 39.706 0 0.03 -0.079 2 1 1 -0.59 3.8914 26.870 0

18 39.706 0 0.03 -0.079 2 1 1 -0.59 3.8914 26.870 0

7 15.441 1 0.03 -0.079 1 1 1 0.2902 0.5126 26.870 2513.7

18 39.706 1 0.03 -0.079 2 1 1 -0.59 3.8914 26.870 19083

25 55.148 1 0.03 -0.079 3 1 1 -0.679 4.779 26.870 23435