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2. CONTEO Y CLASIFICACION VEHICULARPROYECTO: "MEJORAMIENTO DEL SERVICIO DE AGUA POTABLE Y SANEAMIENTO BASICO DE CHAINAPAMPA, DISTRITO DE ACORIA PROVINCIA DE HUANCAVELICA"
LOCALIDAD: SORDOPAMPA
DISTRITO: ACORIA
PROVINCIA: HUANCAVELICA ESTACION : 1
DEPARTAMENTO: HUANCAVELICA FECHA : SETIEMBRE 2012
ESTACION - 1 Av. Ernesto Morales - Plaza Bolognesi
Se realizo el conteo vehicular tomando un periodo de tiempo (1 hora).
Hora SentidoVEHICULOS LIGEROS BUS CAMIONES SEMITRAILER TRAILER
Autos Pick upC. Rural Micros 2E 3E 2E 3E 4E 2S1/2S2 2S3 3S1/3S2>=3S3 2T2 2T3 3T2 3T3 TOTAL %
0-1E 0 0.0%
S 0 0.0%
1-2E 0 0.0%
S 0 0.0%
2-3E 0 0.0%
S 0 0.0%
3-4E 0 0.0%
S 0 0.0%
4-5E 0 0.0%
S 0 0.0%
5-6E 0 0.0%
S 0 0.0%
6-7E 0 0.0%
S 0 0.0%
7-8E 0 0.0%
S 0 0.0%
8-9E 112 12 1 1 126 45.5%
S 127 4 131 100.0%
9-10E 0 0.0%
S 0 0.0%
10-11E 0 0.0%
S 0 0.0%
11-12E 0 0.0%
S 0 0.0%
12-13E 0 0.0%
12-13S 0 0.0%
13-14E 0 0.0%
S 0 0.0%
14-15E 0 0.0%
S 0 0.0%
15-16E 0 0.0%
S 0 0.0%
16-17E 0 0.0%
S 0 0.0%
17-18E 0 0.0%
S 0 0.0%
18-19E 0 0.0%
S 0 0.0%
19-20E 0 0.0%
S 0 0.0%
20-21E 0 0.0%
S 0 0.0%
21-22E 0 0.0%
S 0 0.0%
22-23E 0 0.0%
S 0 0.0%
23-24E 0 0.0%
S 0 0.0%
ParcialE 250 10 2 15 0 0 0 0 0 0 0 0 0 0 0 0 0 277 45.5%
S 127 4 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 131 100.0%
TOTAL AMBOS SENT. 377 14 2 15 0 0 0 0 0 0 0 0 0 0 0 0 0 408
92.40% 3.43% 0.49% 3.68% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 100.0%
RESUMEN DE CONTEO Y CLASIFICACION VEHICULAR (METODO AASTHO)K 1
VEHICULOS LIGEROS BUS CAMIONES UNITARIOS SEMITRAILER TRAILER TOTAL
Sent. Autos Pick upC. Rural Micros 2E 3E 2E 3E 4E 2S1/2S2 2S3 3S1/3S2>=3S3 2T2 2T3 3T2 3T3 TOTAL %
E 250 10 2 15 0 0 0 0 0 0 0 0 0 0 0 0 0 277 67.9%
S 127 4 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 131 32.1%
TOTAL 377 14 2 15 0 0 0 0 0 0 0 0 0 0 0 0 0 408 100.0%
% 92.40% 3.43% 0.49% 3.68% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 100.0% 100.0%
IMD 377 14 2 15 0 0 0 0 0 0 0 0 0 0 0 0 0 408
K 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1
IMD 377 14 2 15 0 0 0 0 0 0 0 0 0 0 0 0 0 408
CALCULO DEL ESAL PARA PAVIMENTO FLEXIBLE (METODO AASHTO)PROYECTO: "MEJORAMIENTO DEL SERVICIO DE AGUA POTABLE Y SANEAMIENTO BASICO DE CHAINAPAMPA, DISTRITO DE ACORIA PROVINCIA DE HUANCAVELICA"
LOCALIDAD: SORDOPAMPA
DISTRITO: ACORIA ESTACION : 1
PROVINCIA: HUANCAVELICA FECHA : SETIEMBRE 2012
DEPARTAMENTO: HUANCAVELICA
ESTACION - 1
DATOS: DONDE: Lx = Carga en KipsT= 20 años
SN = 4 asumido L2 = 1 Eje simplePt = 2.5 seviciabilidad final L2 = 2 Eje tandemD = 0.5 factor de direccion ida y vuelta L2 = 3 Eje tridemL = 1 un carril en cada sentido=> SN = Numero estructural
Pt = Serviciabilidad final
Tipo de VEHICULOS LIGEROS BUS CAMIONES UNITARIOS SEMITRAILERVehiculo Autos Pick up C. Rural Micros 2E 3E 2E 3E 4E 2S1/2S2 2S3 3S1/3S2 >=3S3
delant. post. delant. post. delant. post. delant. post. delant. post. delant. post. delant. post. delant. post. delant. post. delant. centr. post. delant. centr. post. delant. centr. post. delant. centr.
CARGA 1 0.8 1.2 1.5 1.5 2 2 3 7 11 7 16 7 11 7 18 7 23 7 11 18 7 11 25 7 18 18 7 18Lx (kips) 2.2059 1.7647 2.6471 3.3089 3.3089 4.4118 4.4118 6.6177 15.441 24.265 15.441 35.294 15.441 24.265 15.441 39.706 15.441 50.736 15.441 24.265 39.706 15.441 24.265 55.148 15.441 39.706 39.706 15.441 39.706no 377 377 14 14 2 2 15 15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0r% 0.045 0.045 0.04 0.04 0.04 0.04 0.04 0.04 0.04 0.04 0.04 0.04 0.04 0.04 0.04 0.04 0.04 0.04 0.04 0.04 0.04 0.04 0.04 0.04 0.04 0.04 0.04 0.04 0.04Gt -0.201 -0.2009 -0.2009 -0.2009 -0.2009 -0.2009 -0.2009 -0.2009 -0.2009 -0.2009 -0.2009 -0.2009 -0.2009 -0.2009 -0.2009 -0.2009 -0.2009 -0.2009 -0.2009 -0.2009 -0.2009 -0.2009 -0.2009 -0.2009 -0.2009 -0.2009 -0.2009 -0.2009 -0.2009L2 1 1 1 1 1 1 1 1 1 1 1 2 1 1 1 2 1 3 1 1 2 1 1 3 1 2 2 1 2B18 0.6578 0.6578 0.6578 0.6578 0.6578 0.6578 0.6578 0.6578 0.6578 0.6578 0.6578 0.4324 0.6578 0.6578 0.6578 0.4324 0.6578 0.4102 0.6578 0.6578 0.4324 0.6578 0.6578 0.4102 0.6578 0.4324 0.4324 0.6578 0.4324Bx 0.4008 0.4005 0.4012 0.4021 0.4021 0.4045 0.4045 0.4135 0.5615 1.0471 0.5615 0.6426 0.5615 1.0471 0.5615 0.7481 0.5615 0.613 0.5615 1.0471 0.7481 0.5615 1.0471 0.6749 0.5615 0.7481 0.7481 0.5615 0.7481log(Wtx/Wt) 3.5059 3.8135 3.2382 2.8925 2.8925 2.4212 2.4212 1.7208 0.2486 -0.4793 0.2486 0.0525 0.2486 -0.4793 0.2486 -0.136 0.2486 0.0652 0.2486 -0.4793 -0.136 0.2486 -0.4793 -0.0689 0.2486 -0.136 -0.136 0.2486 -0.136Wt/Wtx 0.0003 0.0002 0.0006 0.0013 0.0013 0.0038 0.0038 0.019 0.5642 3.0148 0.5642 0.8862 0.5642 3.0148 0.5642 1.3677 0.5642 0.8606 0.5642 3.0148 1.3677 0.5642 3.0148 1.1719 0.5642 1.3677 1.3677 0.5642 1.3677G Y 31.37 31.37 29.78 29.78 29.78 29.78 29.78 29.78 29.78 29.78 29.78 29.78 29.78 29.78 29.78 29.78 29.78 29.78 29.78 29.78 29.78 29.78 29.78 29.78 29.78 29.78 29.78 29.78 29.78ESAL 673.3 331.6 76083 97.456 13.922 41.206 81517 1550.4 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0PARCIAL 160308.327689478 0 0 0
TOTAL 160308.33 W18 - Carga de Ejes Equivalentes
CALCULO DEL ESAL PARA PAVIMENTO FLEXIBLE (METODO AASHTO)"MEJORAMIENTO DEL SERVICIO DE AGUA POTABLE Y SANEAMIENTO BASICO DE CHAINAPAMPA, DISTRITO DE ACORIA PROVINCIA DE HUANCAVELICA"
ESTACION - 1
SEMITRAILER>=3S3
post.
2555.148
00.04
-0.20093
0.41020.6749
-0.06891.1719
29.780
0
160308.33 W18 - Carga de Ejes Equivalentes
4. CALCULO DEL ESAL PARA PAVIMENTO RIGIDO (METODO AASTHO)
DATOS: T= 20 años
esp = 200 mm
Pt = 2.5 seviciabilidad final
D = 0.5 factor de direccion ida y vuelta
L = 1 un carril en cada sentido=>
Tipo de VEHICULOS LIGEROS BUS CAMIONES UNITARIOS SEMITRAILER
Vehiculo Autos Pick up C. Rural Micros 2E 3E 2E 3E 4E 2S1/2S2 2S3 3S1/3S2 >=3S3
delant. post. delant. post. delant. post. delant. post. delant. post. delant. post. delant. post. delant. post. delant. post. delant. centr. post. delant. centr. post. delant. centr. post. delant. centr. post.
CARGA 1 0.8 1.2 1.5 1.5 2 2 3 7 11 7 16 7 11 7 18 7 23 7 11 18 7 11 25 7 18 18 7 18 25Lx (kips) 2.2059 1.7647 2.6471 3.3089 3.3089 4.4118 4.4118 6.6177 15.441 24.265 15.441 35.294 15.441 24.265 15.441 39.706 15.441 50.736 15.441 24.265 39.706 15.441 24.265 55.148 15.441 39.706 39.706 15.441 39.706 55.148no 377 377 14 14 2 2 15 15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0r% 0.045 0.045 0.04 0.04 0.04 0.04 0.04 0.04 0.04 0.04 0.04 0.04 0.04 0.04 0.04 0.04 0.04 0.04 0.04 0.04 0.04 0.04 0.04 0.04 0.04 0.04 0.04 0.04 0.04 0.04Gt -0.1761 -0.1761 -0.1761 -0.1761 -0.1761 -0.1761 -0.1761 -0.1761 -0.1761 -0.1761 -0.1761 -0.1761 -0.1761 -0.1761 -0.1761 -0.1761 -0.1761 -0.1761 -0.1761 -0.1761 -0.1761 -0.1761 -0.1761 -0.1761 -0.1761 -0.1761 -0.1761 -0.1761 -0.1761 -0.1761L2 1 1 1 1 1 1 1 1 1 1 1 2 1 1 1 2 1 3 1 1 2 1 1 3 1 2 2 1 2 3B18 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1Bx 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1log(Wtx/Wt) 3.5704 3.8674 3.3117 2.9771 2.9771 2.5198 2.5198 1.8338 0.2902 -0.5718 0.2902 -0.3658 0.2902 -0.5718 0.2902 -0.5901 0.2902 -0.521 0.2902 -0.5718 -0.5901 0.2902 -0.5718 -0.6793 0.2902 -0.5901 -0.5901 0.2902 -0.5901 -0.6793Wt/Wtx 0.0003 0.0001 0.0005 0.0011 0.0011 0.003 0.003 0.0147 0.5126 3.7307 0.5126 2.3215 0.5126 3.7307 0.5126 3.8914 0.5126 3.3191 0.5126 3.7307 3.8914 0.5126 3.7307 4.779 0.5126 3.8914 3.8914 0.5126 3.8914 4.779G Y 31.371 31.371 29.778 29.778 29.778 29.778 29.778 29.778 29.778 29.778 29.778 29.778 29.778 29.778 29.778 29.778 29.778 29.778 29.778 29.778 29.778 29.778 29.778 29.778 29.778 29.778 29.778 29.778 29.778 29.778ESAL 580.48 292.9 37.122 80.204 11.458 32.839 246.29 1195.2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0PARCIAL 2476.48074609387 0 0 0
TOTAL 2476.48 W18 - Carga de Ejes Equivalentes
5. CALCULO DEL EAL PARA PAVIMENTO FLEXIBLE (METODO AASHTO PARA EL INSTITUTO DEL ASFALTO)
DONDE: Lx = Carga en Kips
DATOS:T= 20 años L2 = 1 Eje simple
SN = 5 L2 = 2 Eje tandem
Pt = 2 seviciabilidad final L2 = 3 Eje tridem
D = 0.5 factor de direccion ida y vuelta SN = Numero estructural
L = 1 un carril en cada se=> Pt = Serviciabilidad final
Tipo de VEHICULOS LIGEROS BUS CAMIONES UNITARIOS SEMITRAILERVehiculo Autos Pick up C. Rural Micros 2E 3E 2E 3E 4E 2S1/2S2 2S3 3S1/3S2 >=3S3
delant. post. delant. post. delant. post. delant. post. delant. post. delant. post. delant. post. delant. post. delant. post. delant. centr. post. delant. centr. post. delant. centr. post. delant. centr. post.CARGA 1 0.8 1.2 1.5 1.5 2 2 3 7 11 7 16 7 11 7 18 7 23 7 11 18 7 11 25 7 18 18 7 18 25Lx (kips) 2.2059 1.7647 2.6471 3.3089 3.3089 4.4118 4.4118 6.6177 15.441 24.265 15.441 35.294 15.441 24.265 15.441 39.706 15.441 50.736 15.441 24.265 39.706 15.441 24.265 55.148 15.441 39.706 39.706 15.441 39.706 55.148no 377 377 14 14 2 2 15 15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0r% 0.045 0.045 0.04 0.04 0.04 0.04 0.04 0.04 0.04 0.04 0.04 0.04 0.04 0.04 0.04 0.04 0.04 0.04 0.04 0.04 0.04 0.04 0.04 0.04 0.04 0.04 0.04 0.04 0.04 0.04Gt -0.0889 -0.0889 -0.0889 -0.0889 -0.0889 -0.0889 -0.0889 -0.0889 -0.0889 -0.0889 -0.0889 -0.0889 -0.0889 -0.0889 -0.0889 -0.0889 -0.0889 -0.0889 -0.0889 -0.0889 -0.0889 -0.0889 -0.0889 -0.0889 -0.0889 -0.0889 -0.0889 -0.0889 -0.0889 -0.0889L2 1 1 1 1 1 1 1 1 1 1 1 2 1 1 1 2 1 3 1 1 2 1 1 3 1 2 2 1 2 3B18 0.5001 0.5001 0.5001 0.5001 0.5001 0.5001 0.5001 0.5001 0.5001 0.5001 0.5001 0.4126 0.5001 0.5001 0.5001 0.4126 0.5001 0.404 0.5001 0.5001 0.4126 0.5001 0.5001 0.404 0.5001 0.4126 0.4126 0.5001 0.4126 0.404Bx 0.4003 0.4002 0.4005 0.4008 0.4008 0.4017 0.4017 0.4052 0.4627 0.6512 0.4627 0.4942 0.4627 0.6512 0.4627 0.5351 0.4627 0.4827 0.4627 0.6512 0.5351 0.4627 0.6512 0.5067 0.4627 0.5351 0.5351 0.4627 0.5351 0.5067log(Wtx/Wt) 3.6574 3.9653 3.3893 3.0426 3.0426 2.569 2.569 1.8597 0.2865 -0.5515 0.2865 -0.0639 0.2865 -0.5515 0.2865 -0.2827 0.2865 -0.0609 0.2865 -0.5515 -0.2827 0.2865 -0.5515 -0.2163 0.2865 -0.2827 -0.2827 0.2865 -0.2827 -0.2163Wt/Wtx 0.0002 0.0001 0.0004 0.0009 0.0009 0.0027 0.0027 0.0138 0.517 3.5608 0.517 1.1585 0.517 3.5608 0.517 1.9173 0.517 1.1505 0.517 3.5608 1.9173 0.517 3.5608 1.6455 0.517 1.9173 1.9173 0.517 1.9173 1.6455G Y 31.37 31.37 29.78 29.78 29.78 29.78 29.78 29.78 29.78 29.78 29.78 29.78 29.78 29.78 29.78 29.78 29.78 29.78 29.78 29.78 29.78 29.78 29.78 29.78 29.78 29.78 29.78 29.78 29.78 29.78EAL 475.03 233.78 76083 68.973 9.8533 29.322 81517 1126.1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0K x EAL 712.55 350.66 114124 103.46 14.78 43.984 122276 1689.2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0PARCIAL 239315.322587739 0 0 0
TOTAL 239315.32 W18 - Carga de Ejes Equivalentes
q = 85 psi Presion de inflado
=> K = 1.5
6. CALCULO DEL EALF PARA PAVIMENTO RIGIDO (METODO AASTHO PARA PCA)
DONDE: Lx = Carga en Kips
DATOS: T= 20 años
esp = 200 mm L2 = 1 Eje simple
Pt = 2.5 seviciabilidad final L2 = 2 Eje tandem
D = 0.5 factor de direccion ida y vuelta L2 = 3 Eje tridem
L = 1 un carril en cada sentido=> SN = Numero estructural
Pt = Serviciabilidad final
Tipo de VEHICULOS LIGEROS BUS CAMIONES UNITARIOS SEMITRAILER
Vehiculo Autos Pick up C. Rural Micros 2E 3E 2E 3E 4E 2S1/2S2 2S3 3S1/3S2 >=3S3
delant. post. delant. post. delant. post. delant. post. delant. post. delant. post. delant. post. delant. post. delant. post. delant. centr. post. delant. centr. post. delant. centr. post. delant. centr. post.
CARGA 1 0.8 1.2 1.5 1.5 2 2 3 7 11 7 16 7 11 7 18 7 23 7 11 18 7 11 25 7 18 18 7 18 25Lx (kips) 2.2059 1.7647 2.6471 3.3089 3.3089 4.4118 4.4118 6.6177 15.441 24.265 15.441 35.294 15.441 24.265 15.441 39.706 15.441 50.736 15.441 24.265 39.706 15.441 24.265 55.148 15.441 39.706 39.706 15.441 39.706 55.148no 377 377 14 14 2 2 15 15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0r% 0.045 0.045 0.04 0.04 0.04 0.04 0.04 0.04 0.04 0.04 0.04 0.04 0.04 0.04 0.04 0.04 0.04 0.04 0.04 0.04 0.04 0.04 0.04 0.04 0.04 0.04 0.04 0.04 0.04 0.03Gt -0.1761 -0.1761 -0.1761 -0.1761 -0.1761 -0.1761 -0.1761 -0.1761 -0.1761 -0.1761 -0.1761 -0.1761 -0.1761 -0.1761 -0.1761 -0.1761 -0.1761 -0.1761 -0.1761 -0.1761 -0.1761 -0.1761 -0.1761 -0.1761 -0.1761 -0.1761 -0.1761 -0.1761 -0.1761 -0.1761L2 1 1 1 1 1 1 1 1 1 1 1 2 1 1 1 2 1 3 1 1 2 1 1 3 1 2 2 1 2 3B18 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1Bx 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1log(Wtx/Wt) 3.5704 3.8674 3.3117 2.9771 2.9771 2.5198 2.5198 1.8338 0.2902 -0.5718 0.2902 -0.3658 0.2902 -0.5718 0.2902 -0.5901 0.2902 -0.521 0.2902 -0.5718 -0.5901 0.2902 -0.5718 -0.6793 0.2902 -0.5901 -0.5901 0.2902 -0.5901 -0.6793Wt/Wtx 0.0003 0.0001 0.0005 0.0011 0.0011 0.003 0.003 0.0147 0.5126 3.7307 0.5126 2.3215 0.5126 3.7307 0.5126 3.8914 0.5126 3.3191 0.5126 3.7307 3.8914 0.5126 3.7307 4.779 0.5126 3.8914 3.8914 0.5126 3.8914 4.779G Y 31.059 31.059 29.605 29.605 29.605 29.605 29.605 29.605 29.605 29.605 29.605 29.605 29.605 29.605 29.605 29.605 29.605 29.605 29.605 29.605 29.605 29.605 29.605 29.605 29.605 29.605 29.605 29.605 29.605 26.878ESAL 574.7 289.99 36.906 79.737 11.391 32.648 244.86 1188.2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Ejes Sencillos 2458.47 W18 - Carga de Ejes Equivalentes Ejes Tandem 0.00 W18 - Carga de Ejes Equivalentes Ejes Tridem 0.00 W18 - Carga de Ejes Equivalentes TOTAL: 2458.47 W18 - Carga de Ejes Equivalentes
