ejes equivalentes
DESCRIPTION
en este excel se desarrolla en factor de ejes equivalentes para el diseño de un pavimento.TRANSCRIPT
Datos:
Tipo de Diseño 1 RigidoPeriodo de Diseño = 20 añosFactor de Correccion = 1Tasa de crecimiento poblacional 3.6 %Tasa de crecimiento economico PBI 3.6 %Metodo de Diseño de Pavimento 1 AASHTOMetodo de Calculo de EALF 1 MTCFactor Distribución por Direccon 0.5Factor Distribucion por Carril 1ESAL de diseño 0.00E+00pt 2D 11 pulgR(%) 95 %S0 0.35k 5000 psiΔPSI 1.9p0
DATOS DE TRAFICO:
DATOS DE RESUMEN DE ESTUDIO DE TRAFICO:
Tipo de Vehiculo Vol. Sem. Vol. Anual
Auto AUTO 16
CamionetaPICK UP 19COMBI
Micro MICRO 10
BusB2B3-1
CamionC2 6C3 2C4T2S1T2S2T2S3T3S1T3S2T3S3
DATOS DE CONTEO EN CAMPO:
IMDS IMDA
Trailer y Semitrailer
DIA AUTOCAMIONETAS
MICROBUS
Pick Up Rural (Combi) 2E
Lunes 0 0 0 0 0Martes 0 0 0 0 0Miércoles 0 0 0 0 0Jueves 0 0 0 0 0Viernes 0 0 0 0 0Sábado 0 0 0 0 0Domingo 0 0 0 0 0
TOTAL 0 0 0 0 00.00 0.00 0.00 0.00 0.00
DATOS DE MODULO RESILENTE:
PERCENTIL DI.ESAL 193699 CBR DISEÑO 6.91PERCENTIL 75 Mr DISEÑO 8800.00
Mri(psi) Num % CBR Mr(CBR)13500 1 12.5011900 2 25.0011300 3 37.5010000 4 50.00
9500 5 62.508800 6 75.007800 7 87.506200 8 100.00
P
IMDS
Diseño Metodo de Diseño Calculo EALFTipo de Diseño Pavimento Metodo Diseño Metodo Metodo Calculo
1 Rigido 1 ASHTO 1
2 Flexible 2 INS. ASFALTO 2
3 Afirmado 3 PCA 3
4
ResultadosDiseño : Pavimento RigidoMet. Diseño : AASHTOESAL : 193699Per. Diseño : 20Zr: -1.65S0 0.35k 5000p0 4.5pt 2ΔPSI 2.5SN 3
EE Fact. Direc. D
0 28.572 0.001 0.5000 28.572 0.001 0.50000 28.572 0.001 0.500000 28.572 4.608 0.5000 28.572 4.731 0.5000000000
C-IMDSFCT
(GxY)
BUS CAMION TRAILER Y SEMITRAILER
3E C2 C3 C4 T2S1 T2S2 T2S3
0 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 0
0.00 0.00 0.00 0.00 0.00 0.00 0.00
R(%) 95Zr -1.65R Zr
50 060 -0.25370 -0.52475 -0.67480 -0.84185 -1.03790 -1.28291 -1.3492 -1.40593 -1.47694 -1.5595 -1.64596 -1.75197 -1.88198 -2.05499 -2.327
99.9 -3.0999.99 -3.75
UnidadesMetodo 1 Tn 2.20462262185 kip
MTC 1 kN 0.2248089431 kip
ASHTO
INS. ASFALTO
PCA
ESALi
1.000 72.8161.000 86.468
1.000 45.510
1.000 144157.0931.000 49336.964
193698.851
Fact. Carril L
TRAILER Y SEMITRAILER
T3S1 T3S2 T3S3
0 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 0
0.00 0.00 0.00
SN+1 ECU SN+1i5 5.6020747215 3.9674572565
3.9674572565 5.5778671758 3.94390077843.9439007784 5.5773099317 3.94336017153.9433601715 5.5772971796 3.943347801
3.943347801 5.5772968878 3.9433475183.943347518 5.5772968811 3.9433475115
3.9433475115 5.577296881 3.94334751143.9433475114 5.577296881 3.94334751133.9433475113 5.577296881 3.94334751133.9433475113 5.577296881 3.94334751133.9433475113 5.577296881 3.9433475113
1 2 3 4 5 6 7 8 9Calculo de factor de ejes equivalentes
Codigo 1
− =C2 | | 12.30 7
− =− = =
C3 | | | 13.20 7− = =− = = −
C4 | | | | 13.20 7− = = −− − = =
8X4 | | | | 13.20 14− − = =− = =
T2S1 | | | 20.50 7− = =− = = =
T2S2 | | | | 20.50 7− = = =− = = =
T2Se2 | | | | 20.50 7− = = =− = = = =
T2S3 | | | | | 20.50 7− = = = =− = = = =
T2Se3 | | | | | 20.50 7− = = = =− = = =
T3S1 | | | | 20.50 7− = = =− = = = =
T3S2 | | | | | 20.50 7− = = = =− = = = =
T3Se2 | | | | | 20.50 7− = = = =− = = = = =
T3S3 | | | | | | 20.50 7− = = = = =− = = = = =
T3Se3 | | | | | | 20.50 7− = = = = =− = = =
C2R2 | | | | 23.00 7− = = =− = = = =
C2R3 | | | | | 23.00 7− = = = =− = = = =
C3R2 | | | | | 23.00 7− = = = =− = = = = =
C3R3 | | | | | | 23.00 7− = = = = =− = = = = = =
C3R4 | | | | | | | 23.00 7− = = = = = =− = = − = =
Longitud Maximo (m)
C4R2 | | | | | | 7− = = − = =− = = − = = =
C4R3 | | | | | | | 7− = = − = = =− − = = = =
8X4R2 | | | | | | 14− − = = = =− − = = = = =
8X4R3 | | | | | | | 14− − = = = = =− − = = = = = =
8X4R4 | | | | | | | | 14− − = = = = = =− = =
C2RB1 | | | 7− = =− = = =
C2RB2 | | | | 7− = = =− = = =
C3RB1 | | | | 7− = = =− = = = =
C3RB2 | | | | | 7− = = = =− = = − =
C4RB1 | | | | | 7− = = − =− = = − = =
C4RB2 | | | | | | 7− = = − = =− − = = =
8X4RB1 | | | | | 14− − = = =− − = = = =
8X4RB2 | | | | | | 14− − = = = =− = = = = = =
T3S2S2 | | | | | | | 7− = = = = = =− = = = = = =
T3Se2Se2 | | | | | | | 7− = = = = = =− = = = = = = =
T3S2S1S2 | | | | | | | | 7− = = = = = = =− = = = = = = =
T3Se2S1Se2 | | | | | | | | 7− = = = = = = =− =
B2 | | 7− =− = −
B3-1 | | | 7− = −− − = −
B4-1 | | | | 14− − = −− = −
BA-1 | | | 7− = −− −
AUTO | | 1− −
− −PICK UP | | 1
− −− −
COMBI | | 1− −− −
MICRO | | 1− −
10 11 12 13 14 15 16 17
2 3 4 5 6 1 2 3
11 1.273 3.335
18 1.273 3.458
23 1.273 3.685
18 0.000 3.458
11 11 1.273 3.335 3.335
11 18 1.273 3.335 3.458
11 11 11 1.273 3.335 3.335
11 25 1.273 3.335 4.165
11 11 18 1.273 3.335 3.335
18 11 1.273 3.458 3.335
18 18 1.273 3.458 3.458
18 11 11 1.273 3.458 3.335
18 25 1.273 3.458 4.165
18 11 18 1.273 3.458 3.335
11 11 11 1.273 3.335 3.335
11 11 18 1.273 3.335 3.335
18 11 11 1.273 3.458 3.335
18 11 18 1.273 3.458 3.335
18 18 18 1.273 3.458 3.458
23 11 11 1.273 3.685 3.335
23 11 18 1.273 3.685 3.335
18 11 11 0.000 3.458 3.335
18 11 18 0.000 3.458 3.335
18 18 18 0.000 3.458 3.458
11 11 1.273 3.335 3.335
11 18 1.273 3.335 3.458
18 11 1.273 3.458 3.335
18 18 1.273 3.458 3.458
23 11 1.273 3.685 3.335
23 18 1.273 3.685 3.458
18 11 0.000 3.458 3.335
18 18 0.000 3.458 3.458
18 18 18 1.273 3.458 3.458
18 22 22 1.273 3.458 0.000
18 18 11 18 1.273 3.458 3.458
18 22 11 22 1.273 3.458 0.000
11 1.273 3.335
16 1.273 2.343
16 0.000 2.343
11 7 1.273 3.335 1.273
1 0.000 0.000
1 0.000 0.000
1 0.000 0.000
1 0.000 0.000
18 19 20 21 22 23 24 25
4 5 6 7 1 2 3 4
4.608 15.432 24.251
4.731 15.432 39.683
4.958 15.432 50.706
30.865 39.683
7.942 15.432 24.251 24.251
8.066 15.432 24.251 39.683
3.335 11.277 15.432 24.251 24.251 24.251
8.773 15.432 24.251 55.116
3.458 11.400 15.432 24.251 24.251 39.683
8.066 15.432 39.683 24.251
8.189 15.432 39.683 39.683
3.335 11.400 15.432 39.683 24.251 24.251
8.896 15.432 39.683 55.116
3.458 11.524 15.432 39.683 24.251 39.683
3.335 11.277 15.432 24.251 24.251 24.251
3.458 11.400 15.432 24.251 24.251 39.683
3.335 11.400 15.432 39.683 24.251 24.251
3.458 11.524 15.432 39.683 24.251 39.683
3.458 11.647 15.432 39.683 39.683 39.683
3.335 11.628 15.432 50.706 24.251 24.251
3.458 11.751 15.432 50.706 24.251 39.683
3.335 30.865 39.683 24.251 24.251
3.458 30.865 39.683 24.251 39.683
3.458 30.865 39.683 39.683 39.683
7.942 15.432 24.251 24.251
8.066 15.432 24.251 39.683
8.066 15.432 39.683 24.251
8.189 15.432 39.683 39.683
8.293 15.432 50.706 24.251
8.416 15.432 50.706 39.683
30.865 39.683 24.251
30.865 39.683 39.683
3.458 11.647 15.432 39.683 39.683 39.683
0.000 4.731 15.432 39.683 48.502 48.502
3.335 3.458 14.982 15.432 39.683 39.683 24.251
3.335 0.000 8.066 15.432 39.683 48.502 24.251
4.608 15.432 24.251
3.616 15.432 35.274
30.865 35.274
5.880 15.432 24.251 15.432
0.001 2.205 2.205
0.001 2.205 2.205
0.001 2.205 2.205
0.001 2.205 2.205
26 27 28 29 30 31 32 33
5 6 1 2 3 4 5 6
0.512 3.695
0.512 3.849
0.512 3.286
0.394 3.849
0.512 3.695 3.695
0.512 3.695 3.849
0.512 3.695 3.695 3.695
0.512 3.695 4.710
0.512 3.695 3.695 3.849
0.512 3.849 3.695
0.512 3.849 3.849
0.512 3.849 3.695 3.695
0.512 3.849 4.710
0.512 3.849 3.695 3.849
0.512 3.695 3.695 3.695
0.512 3.695 3.695 3.849
0.512 3.849 3.695 3.695
0.512 3.849 3.695 3.849
0.512 3.849 3.849 3.849
0.512 3.286 3.695 3.695
0.512 3.286 3.695 3.849
0.394 3.849 3.695 3.695
0.394 3.849 3.695 3.849
0.394 3.849 3.849 3.849
0.512 3.695 3.695
0.512 3.695 3.849
0.512 3.849 3.695
0.512 3.849 3.849
0.512 3.286 3.695
0.512 3.286 3.849
0.394 3.849 3.695
0.394 3.849 3.849
0.512 3.849 3.849 3.849
0.512 3.849 2.712 2.712
39.683 0.512 3.849 3.849 3.695 3.849
48.502 0.512 3.849 2.712 3.695 2.712
0.512 3.695
0.512 2.306
0.394 2.306
0.512 3.695 0.512
0.000 0.000
0.000 0.000
0.000 0.000
0.000 0.000
34
7
4.207
4.360
3.798
4.242
7.902
8.056
11.598
8.917
11.751
8.056
8.209
11.751
9.071
11.904
11.598
11.751
11.751
11.904
12.058
11.189
11.342
11.633
11.786
11.939
7.902
8.056
8.056
8.209
7.493
7.647
7.938
8.091
12.058
9.785
15.753
13.481
4.207
2.818
2.700
4.719
0.001
0.001
0.001
0.001