Carlos Enrique Mendoza Huaman

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UNIVERSIDAD NACIOANL DE SAN CRISTOBAL DE HUAMANGA EXAMEN FINAL DE DISEÑO MODERNO DE PAVIMENTOS PROYECTO

: "CONSTRUCCION DE PISTAS Y VEREDAS LAS FLORES DE QUICAPATA, DISTRITO DE CARMEN ALTO, PROVINCIA DE HUAMANGA AYACUCHO" L=860m

ESTACIÓN

: FLOR DE QUICAPATA

REGION

SOLICITANTE

: ULA CONSTRUCTION

PROVINCIA : HUAMANGA

FECHA

:NOVIEMBRE DE 2016

DISTRITO

ALUMNO:

: AYACUCHO

: CARMEN ALTO

MENDOZA HUAMAN, CARLOS ENRIQUE

ESTUDIO DE TRAFICO - CALCULO DE INDICE MEDIO DIARIO SEMANAL (IMDS) DIAS

AUTO

CAMIONETA RURAL

C4

8X4

T3S2

T3S3

C3R4

T3S2S1S2

B4-1

BA-1

TOTAL

IMDS

620

380

8

3

4

4

2

2

4

3

1030

PAVIMENTO FLEXIBLE

PAVIMENTO RIGIDO

FACT. DE CORREC. ESTACIONAL LIGEROS:

1.07

FACT. DE CORREC. ESTACIONAL LIGEROS:

FACT. DE CORREC. ESTACIONAL PESADOS:

1.02

FACT. DE CORREC. ESTACIONAL PESADOS:

1.07 1.02

PERIODO DE DISEÑO:

15años

PERIODO DE DISEÑO:

25años

NUMERO DE CARRILES

8

NUMERO DE CARRILES

7

TASA DE CRECIMIENTO:

2.10%

TASA DE CRECIMIENTO:

2.10%

NIVEL DE CONFIABILIDAD:

90%

NIVEL DE CONFIABILIDAD:

90%

COEFICIENTE DE DRENAJE:

0.9

COEFICIENTE DE DRENAJE:

0.9

CBR DE SUELO DE FUNDACION: km. 0+000

5.20%

CBR DE SUELO DE FUNDACION: km. 0+350

5.20%

CBR DE SUELO DE FUNDACION: km. 0+350 A 0+860

9.30%

RESISTENCIA A LA COMPRESION SIMPLE DEL CONCRETO:

280Kg/cm2

CBR DE SUELO DE FUNDACION: km. 0+350

5.20%

CBR DE SUELO DE FUNDACION: km. 0+350 A 0+860

9.30%

COEFICIENTE DE TRANSMICION DE CARGAS:

NO

Ing. Maxwil Anthony Morote Arias

EL CBR EN TERRENO DE FUNDACION DEBE SER MAYOR O IGUAL A 6% POR LO QUE SE REQUIERE MEJORAMIEENTO DE SUELO CON MATERIAL DE PRESTAMO

EJECUTA EL GOBIERNO REGIONAL SE TOMA UN NIVEL DE CONFIABILIDAD DE 90%

EJECUTA EL GOBIERNO REGIONAL SE TOMA UN NIVEL DE CONFIABILIDAD DE 90%

PROYECTO

: "CONSTRUCCION DE PISTAS Y VEREDAS LAS FLORES DE QUICAPATA, DISTRITO DE CARMEN ALT

ESTACIÓN

: FLOR DE QUICAPATA

SOLICITANTE

: ULA CONSTRUCTION

FECHA

:NOVIEMBRE DE 2016

DIAS

AUTO

CAMIONETA RURAL

C2

IMDS

620

380

0

FC

1.07

1.07

1.02

IMDA

663

407

0

QUICAPATA, DISTRITO DE CARMEN ALTO, PROVINCIA DE HUAMANGA - AYACUCHO" L=860m

C3

C4

0

8

1.02

1.02

0

8

UCHO" L=860m

8x4

T2S1

3

0

1.02

1.02

3

0

REGION PROVINCIA DISTRITO

T2S2

T2Se2

0

0

1.02

1.02

0

0

: AYACUCHO : HUAMANGA : CARMEN ALTO

T2S3

T2Se3

0

0

1.02

1.02

0

0

T3S1

T3S2

0

4

1.02

1.02

0

4

T3Se2

T3S3

0

4

1.02

1.02

0

4

T3Se3

C2R2

0

0

1.02

1.02

0

0

C2R3

C3R2

0

0

1.02

1.02

0

0

UNIVERSIDAD CATOLICA LOS ANGELES

EXAMEN DE DISEÑO DE PAVIMENT

ESTUDIO DE TRAFICO - CALCULO DE INDICE MEDIO D

C3R3

C3R4

0

2

1.02

1.02

0

2

ERSIDAD CATOLICA LOS ANGELES DE CHIMBOTE EXAMEN DE DISEÑO DE PAVIMENTOS

TRAFICO - CALCULO DE INDICE MEDIO DIARIO SEMANAL (IMDS)

C4R2

C4R3

0

0

1.02

1.02

0

0

)

8X4R2

8X4R3

0

0

1.02

1.02

0

0

8X4R4

C2RB1

0

0

1.02

1.02

0

0

C2RB2

C3RB1

0

0

1.02

1.02

0

0

C3RB2

C4RB1

0

0

1.02

1.02

0

0

C4RB2

8X4RB1

0

0

1.02

1.02

0

0

8X4RB2

T3S2S2

0

0

1.02

1.02

0

0

T3Se2Se2

T3S2S1S2

0

2

1.02

1.02

0

2

T3Se2S1Se2

B2

0

0

1.02

1.02

0

0

B3-1

B4-1

0

4

1.02

1.02

0

4

BA-1

TOTAL

3

1030

1.02

-.-

3

1101

11

ANALISIS DE TRAFICO DE DISEÑO PARA PAVIMENTO FLEXIBLE DATOS PRELIMINARES INICIALES

SE HA CONCIDERADO TRES CAMIONES C2 EN REEMPLAZO DE 500 AUTOS Y 700 COMBIS

Capas

Espesor

Carpeta Asfaltica

2 ''

0.44

0.88

2.50

Base

7 ''

0.15

1.05

15

Sub Base

8 ''

0.13

1.04

SN

2.97

Pt Años

Coeficiente

SN

2.97

C2

C3

8x4

C4

T2S1

T2S2

T2Se2

T2S3

T2Se3

TIPO DE VEHICULO

PRIMER EJE

EJE SIMPLE

PRIMER EJE

TANDEM

PRIMER EJE

TRIDEM

TANDEM

TANDEM

PRIMER EJE

EJE SIMPLE

EJE SIMPLE

PRIMER EJE

EJE SIMPLE

TANDEM

PRIMER EJE

EJE SIMPLE

EJE SIMPLE

EJE SIMPLE

PRIMER EJE

EJE SIMPLE

TRIDEM

PRIMER EJE

EJE SIMPLE

PESO TN

7

11

7

18

7

23

14

18

7

11

11

7

11

18

7

11

11

11

7

11

25

7

11

EJE SIMPLE 11

Lx (KIPS)

15.366

24.146

15.366

39.512

15.366

50.488

30.732

39.512

15.366

24.146

24.146

15.366

24.146

39.512

15.366

24.146

24.146

24.146

15.366

24.146

54.878

15.366

24.146

24.146

IMD

3

3

0

0

8

8

3

3

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

TASA DE CRECIMIENTO

0.0210

0.0210

0.0210

0.0210

0.0210

0.0210

0.0210

0.0210

0.0210

0.0210

0.0210

0.0210

0.0210

0.0210

0.0210

0.0210

0.0210

0.0210

0.0210

0.0210

0.0210

0.0210

0.0210

0.0210

L2

1

1

1

2

1

3

2

2

1

1

1

1

1

2

1

1

1

1

1

1

3

1

1

1

Gt

-0.201

-0.201

-0.201

-0.201

-0.201

-0.201

-0.201

-0.201

-0.201

-0.201

-0.201

-0.201

-0.201

-0.201

-0.201

-0.201

-0.201

-0.201

-0.201

-0.201

-0.201

-0.201

-0.201

-0.201

Bx

0.927

2.510

0.927

1.535

0.927

1.095

0.927

1.535

0.927

2.510

2.510

0.927

2.510

1.535

0.927

2.510

2.510

2.510

0.927

2.510

1.297

0.927

2.510

2.510

B18

1.253

1.253

1.253

1.253

1.253

1.253

1.253

1.253

1.253

1.253

1.253

1.253

1.253

1.253

1.253

1.253

1.253

1.253

1.253

1.253

1.253

1.253

1.253

1.253

Fi

0.557

3.183

0.557

1.963

0.557

1.289

0.766

1.963

0.557

3.183

3.183

0.557

3.183

1.963

0.557

3.183

3.183

3.183

0.557

3.183

1.762

0.557

3.183

3.183

D

0.50

0.50

0.50

0.50

0.50

0.50

0.50

0.50

0.50

0.50

0.50

0.50

0.50

0.50

0.50

0.50

0.50

0.50

0.50

0.50

0.50

0.50

0.50

0.50

L

0.55

0.55

0.55

0.55

0.55

0.55

0.55

0.55

0.55

0.55

0.55

0.55

0.55

0.55

0.55

0.55

0.55

0.55

0.55

0.55

0.55

0.55

0.55

0.55

G(Y)

17.419

17.419

17.419

17.419

17.419

17.419

17.419

17.419

17.419

17.419

17.419

17.419

17.419

17.419

17.419

17.419

17.419

17.419

17.419

17.419

17.419

17.419

17.419

17.419

ESAL

2.92E+03

1.67E+04

0.00E+00

0.00E+00

7.95E+03

1.84E+04

4.10E+03

1.05E+04

0.00E+00

0.00E+00

0.00E+00

0.00E+00

0.00E+00

0.00E+00

0.00E+00

0.00E+00

0.00E+00

0.00E+00

0.00E+00

0.00E+00

0.00E+00

0.00E+00

0.00E+00

0.00E+00

SUMA_ESAL

2.18E+05

T3S1

T3S2

T3Se2

T3S3

T3Se3

C2R2

C2R3

TANDEM

PRIMER EJE

TANDEM

EJE SIMPLE

PRIMER EJE

TANDEM

TANDEM

PRIMER EJE

TANDEM

EJE SIMPLE

EJE SIMPLE

PRIMER EJE

TANDEM

TRIDEM

PRIMER EJE

TANDEM

EJE SIMPLE

TANDEM

PRIMER EJE

EJE SIMPLE

EJE SIMPLE

EJE SIMPLE

PRIMER EJE

EJE SIMPLE

EJE SIMPLE

18

7

18

11

7

18

18

7

18

11

11

7

18

25

7

18

11

18

7

11

11

11

7

11

11

TANDEM 18

39.512

15.366

39.512

24.146

15.366

39.512

39.512

15.366

39.512

24.146

24.146

15.366

39.512

54.878

15.366

39.512

24.146

39.512

15.366

24.146

24.146

24.146

15.366

24.146

24.146

39.512

0

0

0

0

4

4

4

0

0

0

0

4

4

4

0

0

0

0

0

0

0

0

0

0

0

0

0.0210

0.0210

0.0210

0.0210

0.0210

0.0210

0.0210

0.0210

0.0210

0.0210

0.0210

0.0210

0.0210

0.0210

0.0210

0.0210

0.0210

0.0210

0.0210

0.0210

0.0210

0.0210

0.0210

0.0210

0.0210

0.0210

2

1

2

1

1

2

2

1

2

1

1

1

2

3

1

2

1

2

1

1

1

1

1

1

1

2

-0.201

-0.201

-0.201

-0.201

-0.201

-0.201

-0.201

-0.201

-0.201

-0.201

-0.201

-0.201

-0.201

-0.201

-0.201

-0.201

-0.201

-0.201

-0.201

-0.201

-0.201

-0.201

-0.201

-0.201

-0.201

-0.201

1.535

0.927

1.535

2.510

0.927

1.535

1.535

0.927

1.535

2.510

2.510

0.927

1.535

1.297

0.927

1.535

2.510

1.535

0.927

2.510

2.510

2.510

0.927

2.510

2.510

1.535

1.253

1.253

1.253

1.253

1.253

1.253

1.253

1.253

1.253

1.253

1.253

1.253

1.253

1.253

1.253

1.253

1.253

1.253

1.253

1.253

1.253

1.253

1.253

1.253

1.253

1.253

1.963

0.557

1.963

3.183

0.557

1.963

1.963

0.557

1.963

3.183

3.183

0.557

1.963

1.762

0.557

1.963

3.183

1.963

0.557

3.183

3.183

3.183

0.557

3.183

3.183

1.963

0.50

0.50

0.50

0.50

0.50

0.50

0.50

0.50

0.50

0.50

0.50

0.50

0.50

0.50

0.50

0.50

0.50

0.50

0.50

0.50

0.50

0.50

0.50

0.50

0.50

0.50

0.55

0.55

0.55

0.55

0.55

0.55

0.55

0.55

0.55

0.55

0.55

0.55

0.55

0.55

0.55

0.55

0.55

0.55

0.55

0.55

0.55

0.55

0.55

0.55

0.55

0.55

17.419

17.419

17.419

17.419

17.419

17.419

17.419

17.419

17.419

17.419

17.419

17.419

17.419

17.419

17.419

17.419

17.419

17.419

17.419

17.419

17.419

17.419

17.419

17.419

17.419

17.419

0.00E+00

0.00E+00

0.00E+00

0.00E+00

3.97E+03

1.40E+04

1.40E+04

0.00E+00

0.00E+00

0.00E+00

0.00E+00

3.97E+03

1.40E+04

1.26E+04

0.00E+00

0.00E+00

0.00E+00

0.00E+00

0.00E+00

0.00E+00

0.00E+00

0.00E+00

0.00E+00

0.00E+00

0.00E+00

0.00E+00

C3R2

C3R3

C3R4

C4R2

C4R3

8X4R2

8X4R3

PRIMER EJE

TANDEM

EJE SIMPLE

EJE SIMPLE

PRIMER EJE

TANDEM

EJE SIMPLE

TANDEM

PRIMER EJE

TANDEM

TANDEM

TANDEM

PRIMER EJE

TRIDEM

EJE SIMPLE

EJE SIMPLE

PRIMER EJE

TRIDEM

EJE SIMPLE

TANDEM

TANDEM

TANDEM

EJE SIMPLE

EJE SIMPLE

TANDEM

7

18

11

11

7

18

11

18

7

18

18

18

7

23

11

11

7

23

11

18

14

18

11

11

14

TANDEM 18

15.366

39.512

24.146

24.146

15.366

39.512

24.146

39.512

15.366

39.512

39.512

39.512

15.366

50.488

24.146

24.146

15.366

50.488

24.146

39.512

30.732

39.512

24.146

24.146

30.732

39.512

0

0

0

0

0

0

0

0

2

2

2

2

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0.0210

0.0210

0.0210

0.0210

0.0210

0.0210

0.0210

0.0210

0.0210

0.0210

0.0210

0.0210

0.0210

0.0210

0.0210

0.0210

0.0210

0.0210

0.0210

0.0210

0.0210

0.0210

0.0210

0.0210

0.0210

0.0210

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

-0.201

-0.201

-0.201

-0.201

-0.201

-0.201

-0.201

-0.201

-0.201

-0.201

-0.201

-0.201

-0.201

-0.201

-0.201

-0.201

-0.201

-0.201

-0.201

-0.201

-0.201

-0.201

-0.201

-0.201

-0.201

-0.201

0.927

1.535

2.510

2.510

0.927

1.535

2.510

1.535

0.927

1.535

1.535

1.535

0.927

1.095

2.510

2.510

0.927

1.095

2.510

1.535

0.927

1.535

2.510

2.510

0.927

1.535

1.253

1.253

1.253

1.253

1.253

1.253

1.253

1.253

1.253

1.253

1.253

1.253

1.253

1.253

1.253

1.253

1.253

1.253

1.253

1.253

1.253

1.253

1.253

1.253

1.253

1.253

0.557

1.963

3.183

3.183

0.557

1.963

3.183

1.963

0.557

1.963

1.963

1.963

0.557

1.289

3.183

3.183

0.557

1.289

3.183

1.963

0.766

1.963

3.183

3.183

0.766

1.963

0.50

0.50

0.50

0.50

0.50

0.50

0.50

0.50

0.50

0.50

0.50

0.50

0.50

0.50

0.50

0.50

0.50

0.50

0.50

0.50

0.50

0.50

0.50

0.50

0.50

0.50

0.55

0.55

0.55

0.55

0.55

0.55

0.55

0.55

0.55

0.55

0.55

0.55

0.55

0.55

0.55

0.55

0.55

0.55

0.55

0.55

0.55

0.55

0.55

0.55

0.55

0.55

17.419

17.419

17.419

17.419

17.419

17.419

17.419

17.419

17.419

17.419

17.419

17.419

17.419

17.419

17.419

17.419

17.419

17.419

17.419

17.419

17.419

17.419

17.419

17.419

17.419

17.419

0.00E+00

0.00E+00

0.00E+00

0.00E+00

0.00E+00

0.00E+00

0.00E+00

0.00E+00

1.99E+03

7.00E+03

7.00E+03

7.00E+03

0.00E+00

0.00E+00

0.00E+00

0.00E+00

0.00E+00

0.00E+00

0.00E+00

0.00E+00

0.00E+00

0.00E+00

0.00E+00

0.00E+00

0.00E+00

0.00E+00

8X4R3

8X4R4

C2RB1

C2RB2

C3RB1

C3RB2

C4RB1

C4RB2

8X4RB1

EJE SIMPLE

TANDEM

TANDEM

TANDEM

TANDEM

TANDEM

PRIMER EJE

EJE SIMPLE

EJE SIMPLE

PRIMER EJE

EJE SIMPLE

TANDEM

PRIMER EJE

TANDEM

EJE SIMPLE

PRIMER EJE

TANDEM

TANDEM

PRIMER EJE

TRIDEM

EJE SIMPLE

PRIMER EJE

TRIDEM

TANDEM

TANDEM

11

18

14

18

18

18

7

11

11

7

11

18

7

18

11

7

18

18

7

23

11

7

23

18

14

TANDEM 18

24.146

39.512

30.732

39.512

39.512

39.512

15.366

24.146

24.146

15.366

24.146

39.512

15.366

39.512

24.146

15.366

39.512

39.512

15.366

50.488

24.146

15.366

50.488

39.512

30.732

39.512

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0.0210

0.0210

0.0210

0.0210

0.0210

0.0210

0.0210

0.0210

0.0210

0.0210

0.0210

0.0210

0.0210

0.0210

0.0210

0.0210

0.0210

0.0210

0.0210

0.0210

0.0210

0.0210

0.0210

0.0210

0.0210

0.0210

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

-0.201

-0.201

-0.201

-0.201

-0.201

-0.201

-0.201

-0.201

-0.201

-0.201

-0.201

-0.201

-0.201

-0.201

-0.201

-0.201

-0.201

-0.201

-0.201

-0.201

-0.201

-0.201

-0.201

-0.201

-0.201

-0.201

2.510

1.535

0.927

1.535

1.535

1.535

0.927

2.510

2.510

0.927

2.510

1.535

0.927

1.535

2.510

0.927

1.535

1.535

0.927

1.095

2.510

0.927

1.095

1.535

0.927

1.535

1.253

1.253

1.253

1.253

1.253

1.253

1.253

1.253

1.253

1.253

1.253

1.253

1.253

1.253

1.253

1.253

1.253

1.253

1.253

1.253

1.253

1.253

1.253

1.253

1.253

1.253

3.183

1.963

0.766

1.963

1.963

1.963

0.557

3.183

3.183

0.557

3.183

1.963

0.557

1.963

3.183

0.557

1.963

1.963

0.557

1.289

3.183

0.557

1.289

1.963

0.766

1.963

0.50

0.50

0.50

0.50

0.50

0.50

0.50

0.50

0.50

0.50

0.50

0.50

0.50

0.50

0.50

0.50

0.50

0.50

0.50

0.50

0.50

0.50

0.50

0.50

0.50

0.50

0.55

0.55

0.55

0.55

0.55

0.55

0.55

0.55

0.55

0.55

0.55

0.55

0.55

0.55

0.55

0.55

0.55

0.55

0.55

0.55

0.55

0.55

0.55

0.55

0.55

0.55

17.419

17.419

17.419

17.419

17.419

17.419

17.419

17.419

17.419

17.419

17.419

17.419

17.419

17.419

17.419

17.419

17.419

17.419

17.419

17.419

17.419

17.419

17.419

17.419

17.419

17.419

0.00E+00

0.00E+00

0.00E+00

0.00E+00

0.00E+00

0.00E+00

0.00E+00

0.00E+00

0.00E+00

0.00E+00

0.00E+00

0.00E+00

0.00E+00

0.00E+00

0.00E+00

0.00E+00

0.00E+00

0.00E+00

0.00E+00

0.00E+00

0.00E+00

0.00E+00

0.00E+00

0.00E+00

0.00E+00

0.00E+00

4RB1

8X4RB2

T3S2S2

T3Se2Se2

T3S2S1S2

T3Se2S1Se2

EJE SIMPLE

TANDEM

TANDEM

TANDEM

PRIMER EJE

TANDEM

TANDEM

TANDEM

PRIMER EJE

TANDEM

EJE SIMPLE

EJE SIMPLE

EJE SIMPLE

EJE SIMPLE

PRIMER EJE

TANDEM

TANDEM

EJE SIMPLE

TANDEM

PRIMER EJE

TANDEM

EJE SIMPLE

EJE SIMPLE

EJE SIMPLE

EJE SIMPLE

11

14

18

18

7

18

18

18

7

18

11

11

11

11

7

18

18

11

18

7

18

11

11

11

11

EJE SIMPLE 11

24.146

30.732

39.512

39.512

15.366

39.512

39.512

39.512

15.366

39.512

24.146

24.146

24.146

24.146

15.366

39.512

39.512

24.146

39.512

15.366

39.512

24.146

24.146

24.146

24.146

24.146

0

0

0

0

0

0

0

0

0

0

0

0

0

0

2

2

2

2

2

0

0

0

0

0

0

0

0.0210

0.0210

0.0210

0.0210

0.0210

0.0210

0.0210

0.0210

0.0210

0.0210

0.0210

0.0210

0.0210

0.0210

0.0210

0.0210

0.0210

0.0210

0.0210

0.0210

0.0210

0.0210

0.0210

0.0210

0.0210

0.0210

1

2

2

2

1

2

2

2

1

2

1

1

1

1

1

2

2

1

2

1

2

1

1

1

1

1

-0.201

-0.201

-0.201

-0.201

-0.201

-0.201

-0.201

-0.201

-0.201

-0.201

-0.201

-0.201

-0.201

-0.201

-0.201

-0.201

-0.201

-0.201

-0.201

-0.201

-0.201

-0.201

-0.201

-0.201

-0.201

-0.201

2.510

0.927

1.535

1.535

0.927

1.535

1.535

1.535

0.927

1.535

2.510

2.510

2.510

2.510

0.927

1.535

1.535

2.510

1.535

0.927

1.535

2.510

2.510

2.510

2.510

2.510

1.253

1.253

1.253

1.253

1.253

1.253

1.253

1.253

1.253

1.253

1.253

1.253

1.253

1.253

1.253

1.253

1.253

1.253

1.253

1.253

1.253

1.253

1.253

1.253

1.253

1.253

3.183

0.766

1.963

1.963

0.557

1.963

1.963

1.963

0.557

1.963

3.183

3.183

3.183

3.183

0.557

1.963

1.963

3.183

1.963

0.557

1.963

3.183

3.183

3.183

3.183

3.183

0.50

0.50

0.50

0.50

0.50

0.50

0.50

0.50

0.50

0.50

0.50

0.50

0.50

0.50

0.50

0.50

0.50

0.50

0.50

0.50

0.50

0.50

0.50

0.50

0.50

0.50

0.55

0.55

0.55

0.55

0.55

0.55

0.55

0.55

0.55

0.55

0.55

0.55

0.55

0.55

0.55

0.55

0.55

0.55

0.55

0.55

0.55

0.55

0.55

0.55

0.55

0.55

17.419

17.419

17.419

17.419

17.419

17.419

17.419

17.419

17.419

17.419

17.419

17.419

17.419

17.419

17.419

17.419

17.419

17.419

17.419

17.419

17.419

17.419

17.419

17.419

17.419

17.419

0.00E+00

0.00E+00

0.00E+00

0.00E+00

0.00E+00

0.00E+00

0.00E+00

0.00E+00

0.00E+00

0.00E+00

0.00E+00

0.00E+00

0.00E+00

0.00E+00

1.99E+03

7.00E+03

7.00E+03

1.14E+04

7.00E+03

0.00E+00

0.00E+00

0.00E+00

0.00E+00

0.00E+00

0.00E+00

0.00E+00

B2

B3-1

B4-1

BA-1

PRIMER EJE

EJE SIMPLE

PRIMER EJE

TANDEM

TANDEM

TANDEM

PRIMER EJE

EJE SIMPLE

7

11

7

16

14

16

7

11

EJE SIMPLE 7

15.366

24.146

15.366

35.122

30.732

35.122

15.366

24.146

15.366

0

0

0

0

4

4

3

3

3

0.0210

0.0210

0.0210

0.0210

0.0210

0.0210

0.0210

0.0210

0.0210

1

1

1

2

2

2

1

1

1

-0.201

-0.201

-0.201

-0.201

-0.201

-0.201

-0.201

-0.201

-0.201

0.927

2.510

0.927

1.191

0.927

1.191

0.927

2.510

0.927

1.253

1.253

1.253

1.253

1.253

1.253

1.253

1.253

1.253

0.557

3.183

0.557

1.254

0.766

1.254

0.557

3.183

0.557

0.50

0.50

0.50

0.50

0.50

0.50

0.50

0.50

0.50

0.55

0.55

0.55

0.55

0.55

0.55

0.55

0.55

0.55

17.419

17.419

17.419

17.419

17.419

17.419

17.419

17.419

17.419

0.00E+00

0.00E+00

0.00E+00

0.00E+00

5.47E+03

8.94E+03

2.98E+03

1.70E+04

2.98E+03

FACTOR DE EJE

FACTOR DE DAÑO OCASIONADO POR EL EJE FACTOR DIRECCIONAL CARRIL DE DISEÑO FACTOR DE EXPANSION EQUIVALENCIA DE CARGAS AXIALES

ANALISIS DE TRAFICO DE DISEÑO PARA PAVIMENTO RIGIDO DATOS INICIALES

D (pulg.)

6.5 ''

PSIfinal

2.50

Y (años)

25

C2

C3

8x4

C4

T2S1

T2S2

TIPO DE VEHICULO

PRIMER EJE

EJE SIMPLE

PRIMER EJE

TANDEM

PRIMER EJE

TRIDEM

TANDEM

TANDEM

PRIMER EJE

EJE SIMPLE

EJE SIMPLE

PRIMER EJE

EJE SIMPLE

PESO TN

7

11

7

18

7

23

14

18

7

11

11

7

11

Lx (KIPS)

15.366

24.146

15.366

39.512

15.366

50.488

30.732

39.512

15.366

24.146

24.146

15.366

24.146

IMD

3

3

0

0

8

8

3

3

0

0

0

0

0

TASA DE CRECIMIENTO

0.0210

0.0210

0.0210

0.0210

0.0210

0.0210

0.0210

0.0210

0.0210

0.0210

0.0210

0.0210

0.0210

L2

1

1

1

2

1

3

2

2

1

1

1

1

1

Gt

-0.176

-0.176

-0.176

-0.176

-0.176

-0.176

-0.176

-0.176

-0.176

-0.176

-0.176

-0.176

-0.176

Bx

1.292

3.727

1.292

4.222

1.292

3.889

1.936

4.222

1.292

3.727

3.727

1.292

3.727

B18

1.635

1.635

1.635

1.072

1.635

1.022

1.072

1.072

1.635

1.635

1.635

1.635

1.635

Fi

0.536

3.176

0.536

2.266

0.536

1.527

0.847

2.266

0.536

3.176

3.176

0.536

3.176

D

0.50

0.50

0.50

0.50

0.50

0.50

0.50

0.50

0.50

0.50

0.50

0.50

0.50

L

0.50

0.50

0.50

0.50

0.50

0.50

0.50

0.50

0.50

0.50

0.50

0.50

0.50

G(Y)

32.443

32.443

32.443

32.443

32.443

32.443

32.443

32.443

32.443

32.443

32.443

32.443

32.443

ESAL

4.76E+03

2.82E+04

0.00E+00

0.00E+00

1.29E+04

3.69E+04

7.67E+03

2.05E+04

0.00E+00

0.00E+00

0.00E+00

0.00E+00

0.00E+00

SUMA_ESAL

4.06E+05

T2Se2

T2S3

T2Se3

T3S1

TANDEM

PRIMER EJE

EJE SIMPLE

EJE SIMPLE

EJE SIMPLE

PRIMER EJE

EJE SIMPLE

TRIDEM

PRIMER EJE

EJE SIMPLE

EJE SIMPLE

TANDEM

PRIMER EJE

TANDEM

18

7

11

11

11

7

11

25

7

11

11

18

7

18

39.512

15.366

24.146

24.146

24.146

15.366

24.146

54.878

15.366

24.146

24.146

39.512

15.366

39.512

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0.0210

0.0210

0.0210

0.0210

0.0210

0.0210

0.0210

0.0210

0.0210

0.0210

0.0210

0.0210

0.0210

0.0210

2

1

1

1

1

1

1

3

1

1

1

2

1

2

-0.176

-0.176

-0.176

-0.176

-0.176

-0.176

-0.176

-0.176

-0.176

-0.176

-0.176

-0.176

-0.176

-0.176

4.222

1.292

3.727

3.727

3.727

1.292

3.727

5.354

1.292

3.727

3.727

4.222

1.292

4.222

1.072

1.635

1.635

1.635

1.635

1.635

1.635

1.022

1.635

1.635

1.635

1.072

1.635

1.072

2.266

0.536

3.176

3.176

3.176

0.536

3.176

2.137

0.536

3.176

3.176

2.266

0.536

2.266

0.50

0.50

0.50

0.50

0.50

0.50

0.50

0.50

0.50

0.50

0.50

0.50

0.50

0.50

0.50

0.50

0.50

0.50

0.50

0.50

0.50

0.50

0.50

0.50

0.50

0.50

0.50

0.50

32.443

32.443

32.443

32.443

32.443

32.443

32.443

32.443

32.443

32.443

32.443

32.443

32.443

32.443

0.00E+00

0.00E+00

0.00E+00

0.00E+00

0.00E+00

0.00E+00

0.00E+00

0.00E+00

0.00E+00

0.00E+00

0.00E+00

0.00E+00

0.00E+00

0.00E+00

T3S2

T3Se2

T3S3

T3Se3

EJE SIMPLE

PRIMER EJE

TANDEM

TANDEM

PRIMER EJE

TANDEM

EJE SIMPLE

EJE SIMPLE

PRIMER EJE

TANDEM

TRIDEM

PRIMER EJE

TANDEM

EJE SIMPLE

11

7

18

18

7

18

11

11

7

18

25

7

18

11

24.146

15.366

39.512

39.512

15.366

39.512

24.146

24.146

15.366

39.512

54.878

15.366

39.512

24.146

0

4

4

4

0

0

0

0

4

4

4

0

0

0

0.0210

0.0210

0.0210

0.0210

0.0210

0.0210

0.0210

0.0210

0.0210

0.0210

0.0210

0.0210

0.0210

0.0210

1

1

2

2

1

2

1

1

1

2

3

1

2

1

-0.176

-0.176

-0.176

-0.176

-0.176

-0.176

-0.176

-0.176

-0.176

-0.176

-0.176

-0.176

-0.176

-0.176

3.727

1.292

4.222

4.222

1.292

4.222

3.727

3.727

1.292

4.222

5.354

1.292

4.222

3.727

1.635

1.635

1.072

1.072

1.635

1.072

1.635

1.635

1.635

1.072

1.022

1.635

1.072

1.635

3.176

0.536

2.266

2.266

0.536

2.266

3.176

3.176

0.536

2.266

2.137

0.536

2.266

3.176

0.50

0.50

0.50

0.50

0.50

0.50

0.50

0.50

0.50

0.50

0.50

0.50

0.50

0.50

0.50

0.50

0.50

0.50

0.50

0.50

0.50

0.50

0.50

0.50

0.50

0.50

0.50

0.50

32.443

32.443

32.443

32.443

32.443

32.443

32.443

32.443

32.443

32.443

32.443

32.443

32.443

32.443

0.00E+00

6.47E+03

2.74E+04

2.74E+04

0.00E+00

0.00E+00

0.00E+00

0.00E+00

6.47E+03

2.74E+04

2.58E+04

0.00E+00

0.00E+00

0.00E+00

C2R2

C2R3

C3R2

C3R

TANDEM

PRIMER EJE

EJE SIMPLE

EJE SIMPLE

EJE SIMPLE

PRIMER EJE

EJE SIMPLE

EJE SIMPLE

TANDEM

PRIMER EJE

TANDEM

EJE SIMPLE

EJE SIMPLE

PRIMER EJE

18

7

11

11

11

7

11

11

18

7

18

11

11

7

39.512

15.366

24.146

24.146

24.146

15.366

24.146

24.146

39.512

15.366

39.512

24.146

24.146

15.366

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0.0210

0.0210

0.0210

0.0210

0.0210

0.0210

0.0210

0.0210

0.0210

0.0210

0.0210

0.0210

0.0210

0.0210

2

1

1

1

1

1

1

1

2

1

2

1

1

1

-0.176

-0.176

-0.176

-0.176

-0.176

-0.176

-0.176

-0.176

-0.176

-0.176

-0.176

-0.176

-0.176

-0.176

4.222

1.292

3.727

3.727

3.727

1.292

3.727

3.727

4.222

1.292

4.222

3.727

3.727

1.292

1.072

1.635

1.635

1.635

1.635

1.635

1.635

1.635

1.072

1.635

1.072

1.635

1.635

1.635

2.266

0.536

3.176

3.176

3.176

0.536

3.176

3.176

2.266

0.536

2.266

3.176

3.176

0.536

0.50

0.50

0.50

0.50

0.50

0.50

0.50

0.50

0.50

0.50

0.50

0.50

0.50

0.50

0.50

0.50

0.50

0.50

0.50

0.50

0.50

0.50

0.50

0.50

0.50

0.50

0.50

0.50

32.443

32.443

32.443

32.443

32.443

32.443

32.443

32.443

32.443

32.443

32.443

32.443

32.443

32.443

0.00E+00

0.00E+00

0.00E+00

0.00E+00

0.00E+00

0.00E+00

0.00E+00

0.00E+00

0.00E+00

0.00E+00

0.00E+00

0.00E+00

0.00E+00

0.00E+00

C3R3

C3R4

C4R2

C4R3

TANDEM

EJE SIMPLE

TANDEM

PRIMER EJE

TANDEM

TANDEM

TANDEM

PRIMER EJE

TRIDEM

EJE SIMPLE

EJE SIMPLE

PRIMER EJE

TRIDEM

EJE SIMPLE

18

11

18

7

18

18

18

7

23

11

11

7

23

11

39.512

24.146

39.512

15.366

39.512

39.512

39.512

15.366

50.488

24.146

24.146

15.366

50.488

24.146

0

0

0

2

2

2

2

0

0

0

0

0

0

0

0.0210

0.0210

0.0210

0.0210

0.0210

0.0210

0.0210

0.0210

0.0210

0.0210

0.0210

0.0210

0.0210

0.0210

2

1

2

1

2

2

2

1

3

1

1

1

3

1

-0.176

-0.176

-0.176

-0.176

-0.176

-0.176

-0.176

-0.176

-0.176

-0.176

-0.176

-0.176

-0.176

-0.176

4.222

3.727

4.222

1.292

4.222

4.222

4.222

1.292

3.889

3.727

3.727

1.292

3.889

3.727

1.072

1.635

1.072

1.635

1.072

1.072

1.072

1.635

1.022

1.635

1.635

1.635

1.022

1.635

2.266

3.176

2.266

0.536

2.266

2.266

2.266

0.536

1.527

3.176

3.176

0.536

1.527

3.176

0.50

0.50

0.50

0.50

0.50

0.50

0.50

0.50

0.50

0.50

0.50

0.50

0.50

0.50

0.50

0.50

0.50

0.50

0.50

0.50

0.50

0.50

0.50

0.50

0.50

0.50

0.50

0.50

32.443

32.443

32.443

32.443

32.443

32.443

32.443

32.443

32.443

32.443

32.443

32.443

32.443

32.443

0.00E+00

0.00E+00

0.00E+00

3.24E+03

1.37E+04

1.37E+04

1.37E+04

0.00E+00

0.00E+00

0.00E+00

0.00E+00

0.00E+00

0.00E+00

0.00E+00

8X4R2

8X4R3

8X4R4

C2RB1

TANDEM

TANDEM

TANDEM

EJE SIMPLE

EJE SIMPLE

TANDEM

TANDEM

EJE SIMPLE

TANDEM

TANDEM

TANDEM

TANDEM

TANDEM

PRIMER EJE

18

14

18

11

11

14

18

11

18

14

18

18

18

7

39.512

30.732

39.512

24.146

24.146

30.732

39.512

24.146

39.512

30.732

39.512

39.512

39.512

15.366

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0.0210

0.0210

0.0210

0.0210

0.0210

0.0210

0.0210

0.0210

0.0210

0.0210

0.0210

0.0210

0.0210

0.0210

2

2

2

1

1

2

2

1

2

2

2

2

2

1

-0.176

-0.176

-0.176

-0.176

-0.176

-0.176

-0.176

-0.176

-0.176

-0.176

-0.176

-0.176

-0.176

-0.176

4.222

1.936

4.222

3.727

3.727

1.936

4.222

3.727

4.222

1.936

4.222

4.222

4.222

1.292

1.072

1.072

1.072

1.635

1.635

1.072

1.072

1.635

1.072

1.072

1.072

1.072

1.072

1.635

2.266

0.847

2.266

3.176

3.176

0.847

2.266

3.176

2.266

0.847

2.266

2.266

2.266

0.536

0.50

0.50

0.50

0.50

0.50

0.50

0.50

0.50

0.50

0.50

0.50

0.50

0.50

0.50

0.50

0.50

0.50

0.50

0.50

0.50

0.50

0.50

0.50

0.50

0.50

0.50

0.50

0.50

32.443

32.443

32.443

32.443

32.443

32.443

32.443

32.443

32.443

32.443

32.443

32.443

32.443

32.443

0.00E+00

0.00E+00

0.00E+00

0.00E+00

0.00E+00

0.00E+00

0.00E+00

0.00E+00

0.00E+00

0.00E+00

0.00E+00

0.00E+00

0.00E+00

0.00E+00

C2RB1

C2RB2

C3RB1

C3RB2

C4RB1

EJE SIMPLE

EJE SIMPLE

PRIMER EJE

EJE SIMPLE

TANDEM

PRIMER EJE

TANDEM

EJE SIMPLE

PRIMER EJE

TANDEM

TANDEM

PRIMER EJE

TRIDEM

EJE SIMPLE

11

11

7

11

18

7

18

11

7

18

18

7

23

11

24.146

24.146

15.366

24.146

39.512

15.366

39.512

24.146

15.366

39.512

39.512

15.366

50.488

24.146

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0.0210

0.0210

0.0210

0.0210

0.0210

0.0210

0.0210

0.0210

0.0210

0.0210

0.0210

0.0210

0.0210

0.0210

1

1

1

1

2

1

2

1

1

2

2

1

3

1

-0.176

-0.176

-0.176

-0.176

-0.176

-0.176

-0.176

-0.176

-0.176

-0.176

-0.176

-0.176

-0.176

-0.176

3.727

3.727

1.292

3.727

4.222

1.292

4.222

3.727

1.292

4.222

4.222

1.292

3.889

3.727

1.635

1.635

1.635

1.635

1.072

1.635

1.072

1.635

1.635

1.072

1.072

1.635

1.022

1.635

3.176

3.176

0.536

3.176

2.266

0.536

2.266

3.176

0.536

2.266

2.266

0.536

1.527

3.176

0.50

0.50

0.50

0.50

0.50

0.50

0.50

0.50

0.50

0.50

0.50

0.50

0.50

0.50

0.50

0.50

0.50

0.50

0.50

0.50

0.50

0.50

0.50

0.50

0.50

0.50

0.50

0.50

32.443

32.443

32.443

32.443

32.443

32.443

32.443

32.443

32.443

32.443

32.443

32.443

32.443

32.443

0.00E+00

0.00E+00

0.00E+00

0.00E+00

0.00E+00

0.00E+00

0.00E+00

0.00E+00

0.00E+00

0.00E+00

0.00E+00

0.00E+00

0.00E+00

0.00E+00

C4RB2

8X4RB1

8X4RB2

T3S2S2

PRIMER EJE

TRIDEM

TANDEM

TANDEM

TANDEM

EJE SIMPLE

TANDEM

TANDEM

TANDEM

PRIMER EJE

TANDEM

TANDEM

TANDEM

PRIMER EJE

7

23

18

14

18

11

14

18

18

7

18

18

18

7

15.366

50.488

39.512

30.732

39.512

24.146

30.732

39.512

39.512

15.366

39.512

39.512

39.512

15.366

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0.0210

0.0210

0.0210

0.0210

0.0210

0.0210

0.0210

0.0210

0.0210

0.0210

0.0210

0.0210

0.0210

0.0210

1

3

2

2

2

1

2

2

2

1

2

2

2

1

-0.176

-0.176

-0.176

-0.176

-0.176

-0.176

-0.176

-0.176

-0.176

-0.176

-0.176

-0.176

-0.176

-0.176

1.292

3.889

4.222

1.936

4.222

3.727

1.936

4.222

4.222

1.292

4.222

4.222

4.222

1.292

1.635

1.022

1.072

1.072

1.072

1.635

1.072

1.072

1.072

1.635

1.072

1.072

1.072

1.635

0.536

1.527

2.266

0.847

2.266

3.176

0.847

2.266

2.266

0.536

2.266

2.266

2.266

0.536

0.50

0.50

0.50

0.50

0.50

0.50

0.50

0.50

0.50

0.50

0.50

0.50

0.50

0.50

0.50

0.50

0.50

0.50

0.50

0.50

0.50

0.50

0.50

0.50

0.50

0.50

0.50

0.50

32.443

32.443

32.443

32.443

32.443

32.443

32.443

32.443

32.443

32.443

32.443

32.443

32.443

32.443

0.00E+00

0.00E+00

0.00E+00

0.00E+00

0.00E+00

0.00E+00

0.00E+00

0.00E+00

0.00E+00

0.00E+00

0.00E+00

0.00E+00

0.00E+00

0.00E+00

T3Se2Se2

T3S2S1S2

T3Se2S1Se2

TANDEM

EJE SIMPLE

EJE SIMPLE

EJE SIMPLE

EJE SIMPLE

PRIMER EJE

TANDEM

TANDEM

EJE SIMPLE

TANDEM

PRIMER EJE

TANDEM

EJE SIMPLE

EJE SIMPLE

18

11

11

11

11

7

18

18

11

18

7

18

11

11

39.512

24.146

24.146

24.146

24.146

15.366

39.512

39.512

24.146

39.512

15.366

39.512

24.146

24.146

0

0

0

0

0

2

2

2

2

2

0

0

0

0

0.0210

0.0210

0.0210

0.0210

0.0210

0.0210

0.0210

0.0210

0.0210

0.0210

0.0210

0.0210

0.0210

0.0210

2

1

1

1

1

1

2

2

1

2

1

2

1

1

-0.176

-0.176

-0.176

-0.176

-0.176

-0.176

-0.176

-0.176

-0.176

-0.176

-0.176

-0.176

-0.176

-0.176

4.222

3.727

3.727

3.727

3.727

1.292

4.222

4.222

3.727

4.222

1.292

4.222

3.727

3.727

1.072

1.635

1.635

1.635

1.635

1.635

1.072

1.072

1.635

1.072

1.635

1.072

1.635

1.635

2.266

3.176

3.176

3.176

3.176

0.536

2.266

2.266

3.176

2.266

0.536

2.266

3.176

3.176

0.50

0.50

0.50

0.50

0.50

0.50

0.50

0.50

0.50

0.50

0.50

0.50

0.50

0.50

0.50

0.50

0.50

0.50

0.50

0.50

0.50

0.50

0.50

0.50

0.50

0.50

0.50

0.50

32.443

32.443

32.443

32.443

32.443

32.443

32.443

32.443

32.443

32.443

32.443

32.443

32.443

32.443

0.00E+00

0.00E+00

0.00E+00

0.00E+00

0.00E+00

3.24E+03

1.37E+04

1.37E+04

1.92E+04

1.37E+04

0.00E+00

0.00E+00

0.00E+00

0.00E+00

Se2

B2

B3-1

B4-1

BA-1

EJE SIMPLE

EJE SIMPLE

EJE SIMPLE

PRIMER EJE

EJE SIMPLE

PRIMER EJE

TANDEM

TANDEM

TANDEM

PRIMER EJE

EJE SIMPLE

EJE SIMPLE

11

11

11

7

11

7

16

14

16

7

11

7

24.146

24.146

24.146

15.366

24.146

15.366

35.122

30.732

35.122

15.366

24.146

15.366

0

0

0

0

0

0

0

4

4

3

3

3

0.0210

0.0210

0.0210

0.0210

0.0210

0.0210

0.0210

0.0210

0.0210

0.0210

0.0210

0.0210

1

1

1

1

1

1

2

2

2

1

1

1

-0.176

-0.176

-0.176

-0.176

-0.176

-0.176

-0.176

-0.176

-0.176

-0.176

-0.176

-0.176

3.727

3.727

3.727

1.292

3.727

1.292

2.802

1.936

2.802

1.292

3.727

1.292

1.635

1.635

1.635

1.635

1.635

1.635

1.072

1.072

1.072

1.635

1.635

1.635

3.176

3.176

3.176

0.536

3.176

0.536

1.420

0.847

1.420

0.536

3.176

0.536

0.50

0.50

0.50

0.50

0.50

0.50

0.50

0.50

0.50

0.50

0.50

0.50

0.50

0.50

0.50

0.50

0.50

0.50

0.50

0.50

0.50

0.50

0.50

0.50

32.443

32.443

32.443

32.443

32.443

32.443

32.443

32.443

32.443

32.443

32.443

32.443

0.00E+00

0.00E+00

0.00E+00

0.00E+00

0.00E+00

0.00E+00

0.00E+00

1.02E+04

1.71E+04

4.86E+03

2.88E+04

4.86E+03

FACTOR DE DAÑO OCASIONADO POR EL EJE FACTOR DIRECCIONAL CARRIL DE DISEÑO FACTOR DE EXPANSION

EL EJE

CALCULO DE DISEÑO DE PAVIMENTOS FLEXIBLES MÉTODO AASHTO-93

PROYECTO

: "CONSTRUCCION DE PISTAS Y VEREDAS LAS FLORES DE QUICAPATA, DISTRITO DE CARMEN ALTO, PROVINCIA DE HUAMANGA - AYACUCHO" L=860m

FECHA:

:NOVIEMBRE DE 2016

DATOS DEL PROYECTO: PERIODO DE DISEÑO (PD) TASA DE CRECIMIENTO SUELO DE FUNDACION (CBR) TRANSITO PROMEDIO DIARIO

: : : :

15 2.10 7.65 1101

años % % Vehi/dia

: : : : : : : :

2.18E+05 4.2 2.50 9,396 psi 0.90 90 % -1.282 0.45

DATOS DE DISEÑO: ESAL's ÍNDICE DE SERVICIABILIDAD INICIAL (Po) ÍNDICE DE SERVICIABILIDAD FINAL (Pf) MODULO DE RESILIENCIA (MR) COEFICIENTE DE DRENAJE NIVEL DE CONFIABILIDAD DESVIACION ESTANDAR NORMAL ERROR ESTANDAR COMBINADO

ECUACION DE DISEÑO log log W 18 =Z R ( S O )+9 . 36 log ( SN +1 )−0 . 20+

PSI ( 4 .Δ2−1 .5 )

0 . 40+

1094 ( SN +1)5 .19

+2 . 32 log Mr−8 . 07

DISEÑO DE ESPESORES Numero Estructural indicativo del espesor total del pavimento

SN (ecuacion de diseño) = espesores asumidos Capa Carpeta asfáltica Base subbase

2.81

Espesor 2 " 7 " 8 "

SN =a 1 D1 +a 2 m2 D2 +a3 m3 D3 = Como

2.97

es mayor que

2.81

coeficiente de capa 0.44 0.15 0.13

2.97 OK

CAPAS DEL PAVIMENTO

ESPESOR DE DISEÑO (plg)

Carpeta Asfáltica Base Sub Base

2.0 7 8

ESPESORES MINIMO Cm. Plg.

2.0 7 8

5.08 17.78 20.32

MR SB

Y X

18,000 8.00 9,396 506 6.030 9.917

Cont B

K 50 100 200 300 400 500 600 800 1000 1500

Cont A -5.90

Cont B 3.51

a1

Cont A -0.60

0.17

2000

16

4.77

b1

21.51

-8.02

c1

-175

155

-4

-12.863

2.918

9 18

d1

-619

-103

-9.917 -8.080 -6.918

6.030 8.109 9.552

9 9

Espesor MR Suelo K

2555*cbr^0.64 -8 -9.917

Y 7.83 10.26 12.692 14.114 15.123 15.908 16 16 16 16

X 0 0 0 0 0 0 0.549 1.559 2.34 3.76

9 9 9 9 9 9 9 9 9

2 2

2

2 Módulo compuesto de reacción de la Subrasante, K (pci)

2 2

Espesor de la Sub Base DSB(pulg.)

Cont A

Cont B

a2

0.68

-0.20

-20

-5.999

10.756

b2

-27.14

9.71

p1

15.946

0.000

c2

341

-185

d2

-16876

3741

15,000

30,000

50,000

75,000

100,000

200,000

400,000

600,000

1,000,000

2.770 4.501 5.906 7.040 7.957 8.711 9.356 9.946 10.536

3.168 4.961 6.423 7.610 8.578 9.383 10.081 10.728 11.379

3.333 5.218 6.763 8.021 9.047 9.895 10.619 11.272 11.910

3.485 5.415 6.997 8.288 9.343 10.219 10.972 11.657 12.331

3.713 5.661 7.252 8.547 9.608 10.495 11.270 11.993 12.726

3.878 5.998 7.729 9.135 10.277 11.218 12.020 12.745 13.456

4.108 6.398 8.238 9.706 10.881 11.841 12.663 13.426 14.208

4.247 6.626 8.533 10.051 11.264 12.255 13.106 13.902 14.725

4.587 6.979 8.908 10.456 11.705 12.736 13.630 14.470 15.336

1,000

2,000

3,000

5,000

7,000

10,000

12,000

16,000

20,000

-5.770 -4.631 -3.690 -2.919 -2.293 -1.784 -1.365 -1.011 -0.694

-8.018 -6.714 -5.653 -4.799 -4.117 -3.571 -3.126 -2.747 -2.399

-9.274 -7.818 -6.682 -5.808 -5.137 -4.611 -4.171 -3.760 -3.318

-10.885 -9.382 -8.169 -7.201 -6.435 -5.829 -5.338 -4.919 -4.530

-11.994 -10.364 -9.083 -8.089 -7.322 -6.720 -6.222 -5.766 -5.292

-13.073 -11.425 -10.093 -9.030 -8.193 -7.535 -7.012 -6.578 -6.189

-13.681 -11.957 -10.596 -9.535 -8.713 -8.068 -7.538 -7.060 -6.574

-14.496 -12.763 -11.382 -10.295 -9.445 -8.775 -8.228 -7.747 -7.274

-15.179 -13.443 -12.052 -10.947 -10.072 -9.368 -8.779 -8.247 -7.714

16

14

12

10

8

9 9 9 9 9 9

ne Li a de In fle ón xi

-4 -6 -8 -10 -12 -14 -16 -18 -20

22 2 2

2

-8 -12 -16

-4 -6 -8 -10 -12 -14 -16 -18 -20

Modúlo de Elasticidad de la Sub Base ES(psi)

NOMOGRAMA PARA DETERMINAR EL MODULO DE REACCIÓN COMPUESTO

Módulo compuesto de reacción de la Subrasante, K (pci)

Kc=

506 PCI

LS=perdida de apoyo de la subbase, siendo normalmente 1, para suelo tratado con cemento LS=2

Módulo efectivo de reacción de la Subrasante, K (pci) (Corregido para la perdida potencial de apoyo)

Kc=

160 PCI

Sale de NOMOGRAMA Para Factor de perdida de apoyo LS=1

CALCULO DE DISEÑO DE PAVIMENTOS RIGIDOS MÉTODO AASHTO-93

PROYECTO

: "CONSTRUCCION DE PISTAS Y VEREDAS LAS FLORES DE QUICAPATA, DISTRITO DE CARMEN ALTO, PROVINCIA DE HUAMANGA - AYACUCHO" L=860m

FECHA:

:NOVIEMBRE DE 2016

DATOS DEL PROYECTO: PERIODO DE DISEÑO (PD) TASA DE CRECIMIENTO SUELO DE FUNDACION (CBR) TRANSITO PROMEDIO DIARIO

: : : :

25 2.10 7.65 1101

: : : : : : : : : : : :

4.06E+05 4.5 2.50 9396 0.9 90 -1.282 0.35 160 3,596,695 568 3.9

años % % Vehi/dia

DATOS DE DISEÑO: ESAL's ÍNDICE DE SERVICIABILIDAD INICIAL (Po) ÍNDICE DE SERVICIABILIDAD FINAL (Pf) MODULO DE RESILIENCIA (MR) COEFICIENTE DE DRENAJE (Cd) NIVEL DE CONFIABILIDAD DESVIACION ESTANDAR NORMAL ERROR ESTANDAR COMBINADO (So) MODULO DE REACCION DE LA SUBRASANTE, K MODULO DE ELASTICIDAD DEL CONCRETO, Ec MODULO DE ROTURA DEL CONCRETO, Sc (PSI) COEFICIENTE DE TRANSMISIÓN DE CARGA (J)

psi %

pci psi psi

ECUACION DE DISEÑO

Δ PSI 4.5−1.5 S' c×Cd×( D0 .75 −1.132) log W 18=Z R ( S O )+7.35log(D+1)−0.006+ +(4.22−Pt)×log 1.624×107 18. 42 1+ 215.63×J× D0. 75− 8. 46 ( D+1) Ec ×0.25 k log

(

)

DISEÑO DE ESPESORES

[

[

( )

]]

CALCULO DE DISEÑO DE PAVIMENTOS RIGIDOS MÉTODO AASHTO-93 PROYECTO FECHA:

: "CONSTRUCCION DE PISTAS Y VEREDAS LAS FLORES DE QUICAPATA, DISTRITO DE CARMEN ALTO, PROVINCIA DE HUAMANGA - AYACUCHO" L=860m :NOVIEMBRE DE 2016

LOSA DE CONCRETO

7.5 ''

SUB BASE GRANULAR

8 ''

CAPAS DEL PAVIMENTO

ESPESOR DE DISEÑO (plg)

Losa de Concreto Sub Base

7.5 8 ''

ESPESORES RECOMENDADOS Plg.

W18 = ESAL's

8 8

Cm. 20 20

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