ejes equivalentes

23
Datos: Tipo de Diseño 1 Rigido Periodo de Diseño = 20 años Factor de Correccion = 1 Tasa de crecimiento poblacional 3.6 % Tasa de crecimiento economico PBI 3.6 % Metodo de Diseño de Pavimento 1 AASHTO Metodo de Calculo de EALF 1 MTC Factor Distribución por Direccon 0.5 Factor Distribucion por Carril 1 ESAL de diseño 0.00E+00 pt 2 D 11 pulg R(%) 95 % S0 0.35 k 5000 psi ΔPSI 1.9 p0 DATOS DE TRAFICO: DATOS DE RESUMEN DE ESTUDIO DE TRAFICO: Tipo de Vehiculo Vol. Sem. Auto AUTO 16 Camioneta PICK UP 19 COMBI Micro MICRO 10 Bus B2 B3-1 Camion C2 6 C3 2 C4 T2S1 T2S2 T2S3 T3S1 T3S2 T3S3 IMDS IMDA Trailer y Semitrailer

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en este excel se desarrolla en factor de ejes equivalentes para el diseño de un pavimento.

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Page 1: EJES EQUIVALENTES

Datos:

Tipo de Diseño 1 RigidoPeriodo de Diseño = 20 añosFactor de Correccion = 1Tasa de crecimiento poblacional 3.6 %Tasa de crecimiento economico PBI 3.6 %Metodo de Diseño de Pavimento 1 AASHTOMetodo de Calculo de EALF 1 MTCFactor Distribución por Direccon 0.5Factor Distribucion por Carril 1ESAL de diseño 0.00E+00pt 2D 11 pulgR(%) 95 %S0 0.35k 5000 psiΔPSI 1.9p0

DATOS DE TRAFICO:

DATOS DE RESUMEN DE ESTUDIO DE TRAFICO:

Tipo de Vehiculo Vol. Sem. Vol. Anual

Auto AUTO 16

CamionetaPICK UP 19COMBI

Micro MICRO 10

BusB2B3-1

CamionC2 6C3 2C4T2S1T2S2T2S3T3S1T3S2T3S3

DATOS DE CONTEO EN CAMPO:

IMDS IMDA

Trailer y Semitrailer

Page 2: EJES EQUIVALENTES

DIA AUTOCAMIONETAS

MICROBUS

Pick Up Rural (Combi) 2E

Lunes 0 0 0 0 0Martes 0 0 0 0 0Miércoles 0 0 0 0 0Jueves 0 0 0 0 0Viernes 0 0 0 0 0Sábado 0 0 0 0 0Domingo 0 0 0 0 0

TOTAL 0 0 0 0 00.00 0.00 0.00 0.00 0.00

DATOS DE MODULO RESILENTE:

PERCENTIL DI.ESAL 193699 CBR DISEÑO 6.91PERCENTIL 75 Mr DISEÑO 8800.00

Mri(psi) Num % CBR Mr(CBR)13500 1 12.5011900 2 25.0011300 3 37.5010000 4 50.00

9500 5 62.508800 6 75.007800 7 87.506200 8 100.00

P

IMDS

Page 3: EJES EQUIVALENTES

Diseño Metodo de Diseño Calculo EALFTipo de Diseño Pavimento Metodo Diseño Metodo Metodo Calculo

1 Rigido 1 ASHTO 1

2 Flexible 2 INS. ASFALTO 2

3 Afirmado 3 PCA 3

4

ResultadosDiseño : Pavimento RigidoMet. Diseño : AASHTOESAL : 193699Per. Diseño : 20Zr: -1.65S0 0.35k 5000p0 4.5pt 2ΔPSI 2.5SN 3

EE Fact. Direc. D

0 28.572 0.001 0.5000 28.572 0.001 0.50000 28.572 0.001 0.500000 28.572 4.608 0.5000 28.572 4.731 0.5000000000

C-IMDSFCT

(GxY)

Page 4: EJES EQUIVALENTES

BUS CAMION TRAILER Y SEMITRAILER

3E C2 C3 C4 T2S1 T2S2 T2S3

0 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 0

0.00 0.00 0.00 0.00 0.00 0.00 0.00

R(%) 95Zr -1.65R Zr

50 060 -0.25370 -0.52475 -0.67480 -0.84185 -1.03790 -1.28291 -1.3492 -1.40593 -1.47694 -1.5595 -1.64596 -1.75197 -1.88198 -2.05499 -2.327

99.9 -3.0999.99 -3.75

Page 5: EJES EQUIVALENTES

UnidadesMetodo 1 Tn 2.20462262185 kip

MTC 1 kN 0.2248089431 kip

ASHTO

INS. ASFALTO

PCA

ESALi

1.000 72.8161.000 86.468

1.000 45.510

1.000 144157.0931.000 49336.964

193698.851

Fact. Carril L

Page 6: EJES EQUIVALENTES

TRAILER Y SEMITRAILER

T3S1 T3S2 T3S3

0 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 0

0.00 0.00 0.00

Page 7: EJES EQUIVALENTES

SN+1 ECU SN+1i5 5.6020747215 3.9674572565

3.9674572565 5.5778671758 3.94390077843.9439007784 5.5773099317 3.94336017153.9433601715 5.5772971796 3.943347801

3.943347801 5.5772968878 3.9433475183.943347518 5.5772968811 3.9433475115

3.9433475115 5.577296881 3.94334751143.9433475114 5.577296881 3.94334751133.9433475113 5.577296881 3.94334751133.9433475113 5.577296881 3.94334751133.9433475113 5.577296881 3.9433475113

Page 8: EJES EQUIVALENTES

1 2 3 4 5 6 7 8 9Calculo de factor de ejes equivalentes

Codigo 1

− =C2 | | 12.30 7

− =− = =

C3 | | | 13.20 7− = =− = = −

C4 | | | | 13.20 7− = = −− − = =

8X4 | | | | 13.20 14− − = =− = =

T2S1 | | | 20.50 7− = =− = = =

T2S2 | | | | 20.50 7− = = =− = = =

T2Se2 | | | | 20.50 7− = = =− = = = =

T2S3 | | | | | 20.50 7− = = = =− = = = =

T2Se3 | | | | | 20.50 7− = = = =− = = =

T3S1 | | | | 20.50 7− = = =− = = = =

T3S2 | | | | | 20.50 7− = = = =− = = = =

T3Se2 | | | | | 20.50 7− = = = =− = = = = =

T3S3 | | | | | | 20.50 7− = = = = =− = = = = =

T3Se3 | | | | | | 20.50 7− = = = = =− = = =

C2R2 | | | | 23.00 7− = = =− = = = =

C2R3 | | | | | 23.00 7− = = = =− = = = =

C3R2 | | | | | 23.00 7− = = = =− = = = = =

C3R3 | | | | | | 23.00 7− = = = = =− = = = = = =

C3R4 | | | | | | | 23.00 7− = = = = = =− = = − = =

Longitud Maximo (m)

Page 9: EJES EQUIVALENTES

C4R2 | | | | | | 7− = = − = =− = = − = = =

C4R3 | | | | | | | 7− = = − = = =− − = = = =

8X4R2 | | | | | | 14− − = = = =− − = = = = =

8X4R3 | | | | | | | 14− − = = = = =− − = = = = = =

8X4R4 | | | | | | | | 14− − = = = = = =− = =

C2RB1 | | | 7− = =− = = =

C2RB2 | | | | 7− = = =− = = =

C3RB1 | | | | 7− = = =− = = = =

C3RB2 | | | | | 7− = = = =− = = − =

C4RB1 | | | | | 7− = = − =− = = − = =

C4RB2 | | | | | | 7− = = − = =− − = = =

8X4RB1 | | | | | 14− − = = =− − = = = =

8X4RB2 | | | | | | 14− − = = = =− = = = = = =

T3S2S2 | | | | | | | 7− = = = = = =− = = = = = =

T3Se2Se2 | | | | | | | 7− = = = = = =− = = = = = = =

T3S2S1S2 | | | | | | | | 7− = = = = = = =− = = = = = = =

T3Se2S1Se2 | | | | | | | | 7− = = = = = = =− =

B2 | | 7− =− = −

B3-1 | | | 7− = −− − = −

B4-1 | | | | 14− − = −− = −

BA-1 | | | 7− = −− −

AUTO | | 1− −

Page 10: EJES EQUIVALENTES

− −PICK UP | | 1

− −− −

COMBI | | 1− −− −

MICRO | | 1− −

Page 11: EJES EQUIVALENTES

10 11 12 13 14 15 16 17

2 3 4 5 6 1 2 3

11 1.273 3.335

18 1.273 3.458

23 1.273 3.685

18 0.000 3.458

11 11 1.273 3.335 3.335

11 18 1.273 3.335 3.458

11 11 11 1.273 3.335 3.335

11 25 1.273 3.335 4.165

11 11 18 1.273 3.335 3.335

18 11 1.273 3.458 3.335

18 18 1.273 3.458 3.458

18 11 11 1.273 3.458 3.335

18 25 1.273 3.458 4.165

18 11 18 1.273 3.458 3.335

11 11 11 1.273 3.335 3.335

11 11 18 1.273 3.335 3.335

18 11 11 1.273 3.458 3.335

18 11 18 1.273 3.458 3.335

18 18 18 1.273 3.458 3.458

Page 12: EJES EQUIVALENTES

23 11 11 1.273 3.685 3.335

23 11 18 1.273 3.685 3.335

18 11 11 0.000 3.458 3.335

18 11 18 0.000 3.458 3.335

18 18 18 0.000 3.458 3.458

11 11 1.273 3.335 3.335

11 18 1.273 3.335 3.458

18 11 1.273 3.458 3.335

18 18 1.273 3.458 3.458

23 11 1.273 3.685 3.335

23 18 1.273 3.685 3.458

18 11 0.000 3.458 3.335

18 18 0.000 3.458 3.458

18 18 18 1.273 3.458 3.458

18 22 22 1.273 3.458 0.000

18 18 11 18 1.273 3.458 3.458

18 22 11 22 1.273 3.458 0.000

11 1.273 3.335

16 1.273 2.343

16 0.000 2.343

11 7 1.273 3.335 1.273

1 0.000 0.000

Page 13: EJES EQUIVALENTES

1 0.000 0.000

1 0.000 0.000

1 0.000 0.000

Page 14: EJES EQUIVALENTES

18 19 20 21 22 23 24 25

4 5 6 7 1 2 3 4

4.608 15.432 24.251

4.731 15.432 39.683

4.958 15.432 50.706

30.865 39.683

7.942 15.432 24.251 24.251

8.066 15.432 24.251 39.683

3.335 11.277 15.432 24.251 24.251 24.251

8.773 15.432 24.251 55.116

3.458 11.400 15.432 24.251 24.251 39.683

8.066 15.432 39.683 24.251

8.189 15.432 39.683 39.683

3.335 11.400 15.432 39.683 24.251 24.251

8.896 15.432 39.683 55.116

3.458 11.524 15.432 39.683 24.251 39.683

3.335 11.277 15.432 24.251 24.251 24.251

3.458 11.400 15.432 24.251 24.251 39.683

3.335 11.400 15.432 39.683 24.251 24.251

3.458 11.524 15.432 39.683 24.251 39.683

3.458 11.647 15.432 39.683 39.683 39.683

Page 15: EJES EQUIVALENTES

3.335 11.628 15.432 50.706 24.251 24.251

3.458 11.751 15.432 50.706 24.251 39.683

3.335 30.865 39.683 24.251 24.251

3.458 30.865 39.683 24.251 39.683

3.458 30.865 39.683 39.683 39.683

7.942 15.432 24.251 24.251

8.066 15.432 24.251 39.683

8.066 15.432 39.683 24.251

8.189 15.432 39.683 39.683

8.293 15.432 50.706 24.251

8.416 15.432 50.706 39.683

30.865 39.683 24.251

30.865 39.683 39.683

3.458 11.647 15.432 39.683 39.683 39.683

0.000 4.731 15.432 39.683 48.502 48.502

3.335 3.458 14.982 15.432 39.683 39.683 24.251

3.335 0.000 8.066 15.432 39.683 48.502 24.251

4.608 15.432 24.251

3.616 15.432 35.274

30.865 35.274

5.880 15.432 24.251 15.432

0.001 2.205 2.205

Page 16: EJES EQUIVALENTES

0.001 2.205 2.205

0.001 2.205 2.205

0.001 2.205 2.205

Page 17: EJES EQUIVALENTES

26 27 28 29 30 31 32 33

5 6 1 2 3 4 5 6

0.512 3.695

0.512 3.849

0.512 3.286

0.394 3.849

0.512 3.695 3.695

0.512 3.695 3.849

0.512 3.695 3.695 3.695

0.512 3.695 4.710

0.512 3.695 3.695 3.849

0.512 3.849 3.695

0.512 3.849 3.849

0.512 3.849 3.695 3.695

0.512 3.849 4.710

0.512 3.849 3.695 3.849

0.512 3.695 3.695 3.695

0.512 3.695 3.695 3.849

0.512 3.849 3.695 3.695

0.512 3.849 3.695 3.849

0.512 3.849 3.849 3.849

Page 18: EJES EQUIVALENTES

0.512 3.286 3.695 3.695

0.512 3.286 3.695 3.849

0.394 3.849 3.695 3.695

0.394 3.849 3.695 3.849

0.394 3.849 3.849 3.849

0.512 3.695 3.695

0.512 3.695 3.849

0.512 3.849 3.695

0.512 3.849 3.849

0.512 3.286 3.695

0.512 3.286 3.849

0.394 3.849 3.695

0.394 3.849 3.849

0.512 3.849 3.849 3.849

0.512 3.849 2.712 2.712

39.683 0.512 3.849 3.849 3.695 3.849

48.502 0.512 3.849 2.712 3.695 2.712

0.512 3.695

0.512 2.306

0.394 2.306

0.512 3.695 0.512

0.000 0.000

Page 19: EJES EQUIVALENTES

0.000 0.000

0.000 0.000

0.000 0.000

Page 20: EJES EQUIVALENTES

34

7

4.207

4.360

3.798

4.242

7.902

8.056

11.598

8.917

11.751

8.056

8.209

11.751

9.071

11.904

11.598

11.751

11.751

11.904

12.058

Page 21: EJES EQUIVALENTES

11.189

11.342

11.633

11.786

11.939

7.902

8.056

8.056

8.209

7.493

7.647

7.938

8.091

12.058

9.785

15.753

13.481

4.207

2.818

2.700

4.719

0.001

Page 22: EJES EQUIVALENTES

0.001

0.001

0.001