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
: "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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