flexible AASHTODiseo de Pavimento Flexible (Metodo AASHTO 1993)201020112012201320142015201620172018201920202021202220232024202520262027202820292030Tipo de vehculoCargas por ejes en tnIMDGtBxB18FDr (%)ESALeje delanteroejes posterioreseje delanteroejes posterioreseje delanteroejes posteriorestotalESALsimpletandemtridem2009simpletandemtridemsimpletandemtridem1234567891011121314151617181920Periodo TotalPP1PP23.7698.19E+054.50Omnibus 2 ejesB271140-0.240.470.670.00.00.510.553.000.00.03.554.0%2.59E+045.28E+048.08E+041.10E+051.40E+051.72E+052.05E+052.39E+052.74E+053.11E+053.49E+053.89E+054.30E+054.74E+055.18E+055.65E+056.14E+056.64E+057.16E+057.71E+05SN1SN2SN3SN1SN11.8265.46E+052.50E+063.99E+064.05E+06Omnibus+2 ejesB3-171655-0.240.470.00.500.00.510.550.01.270.01.824.0%1.82E+043.72E+045.70E+047.75E+049.88E+041.21E+051.44E+051.68E+051.93E+052.19E+052.46E+052.74E+053.03E+053.34E+053.65E+053.98E+054.32E+054.68E+055.05E+055.43E+052.004.004.503.503.003.7691.42E+065.204.934.92Camin 2 ejesC271168-0.240.470.670.00.00.510.553.000.00.03.554.2%4.40E+048.99E+041.38E+051.87E+052.39E+052.93E+053.50E+054.08E+054.70E+055.33E+056.00E+056.69E+057.41E+058.16E+058.95E+059.76E+051.06E+061.15E+061.24E+061.34E+065.36E+055.78E+062.50E+065.92E+052.59E+052.6054.19E+055.58E+064.08E+064.06E+06Camion 3 ejesC371829-0.240.470.00.540.00.510.550.01.990.02.534.2%1.34E+042.74E+044.19E+045.71E+047.29E+048.94E+041.07E+051.24E+051.43E+051.62E+051.83E+052.04E+052.26E+052.49E+052.73E+052.97E+053.23E+053.50E+053.78E+054.08E+057.234.066.132.632.251.5317.65E+044.844.924.92camion 4 ejesC472390.190.470.00.00.490.510.460.00.01.201.674.2%2.74E+035.59E+038.56E+031.17E+041.49E+041.82E+042.17E+042.54E+042.92E+043.32E+043.73E+044.16E+044.61E+045.07E+045.56E+046.07E+046.60E+047.15E+047.72E+048.32E+045.41E+086.20E+061.63E+071.62E+056.41E+045.8436.55E+043.71E+064.04E+064.06E+06Acoplados 4 ejesT2S2711182-0.240.470.670.540.00.510.553.001.990.05.534.3%2.02E+034.13E+036.32E+038.61E+031.10E+041.35E+041.61E+041.88E+042.16E+042.46E+042.77E+043.09E+043.42E+043.77E+044.14E+044.52E+044.91E+045.32E+045.76E+046.20E+045.444.055.181.971.695.1653.48E+054.964.924.92Acoplados 5 ejesT2S37112512-0.240.470.670.00.510.510.553.000.01.795.344.3%1.17E+042.39E+043.66E+044.99E+046.37E+047.81E+049.32E+041.09E+051.25E+051.42E+051.60E+051.79E+051.98E+052.18E+052.39E+052.61E+052.84E+053.08E+053.33E+053.59E+057.38E+076.12E+065.44E+063.69E+041.39E+045.8433.60E+054.23E+064.06E+064.06E+06Acoplado 5 ejesT3S17111811-0.240.470.670.540.00.510.553.001.990.05.534.3%1.11E+042.27E+043.48E+044.74E+046.05E+047.42E+048.85E+041.03E+051.19E+051.35E+051.52E+051.70E+051.88E+052.07E+052.27E+052.48E+052.70E+052.93E+053.17E+053.41E+05Acoplado 6 ejesT3S37182555-0.240.470.00.540.510.510.550.01.991.794.324.3%4.34E+048.87E+041.36E+051.85E+052.36E+052.90E+053.46E+054.04E+054.65E+055.28E+055.95E+056.63E+057.35E+058.10E+058.89E+059.70E+051.06E+061.14E+061.24E+061.33E+06Trayler 5 ejes3T2711189-0.240.470.670.540.00.510.556.001.990.08.534.3%1.40E+042.86E+044.39E+045.98E+047.64E+049.37E+041.12E+051.31E+051.50E+051.71E+051.92E+052.14E+052.37E+052.62E+052.87E+053.13E+053.41E+053.69E+053.99E+054.31E+05Trayler 6 ejes3T37111811-0.240.470.670.540.00.510.553.003.970.07.524.3%1.51E+043.08E+044.73E+046.44E+048.23E+041.01E+051.20E+051.41E+051.62E+051.84E+052.07E+052.31E+052.56E+052.82E+053.09E+053.37E+053.67E+053.98E+054.30E+054.64E+054.194.055.341.481.27ESAL4.06E+064.914.924.92IMD vehiculos pesados301TOTAL2.02E+054.12E+056.31E+058.59E+051.10E+061.34E+061.60E+061.87E+062.15E+062.44E+062.75E+063.07E+063.40E+063.74E+064.10E+064.47E+064.86E+065.27E+065.69E+066.13E+061.77E+076.14E+066.58E+067.96E+033.09E+03Periodo de Diseo20aosIMD total40812345678910111213141516171819203.514.055.251.110.957.97E+066.13E+065.92E+061.87E+037.87E+023.314.055.300.830.716.17E+066.13E+066.25E+065.15E+022.37E+02CAPACBR (%)E (psi)Coef. Estructcoeficiente de drenaje3.304.055.270.620.53Carpeta Asfltica con polimeros550,0000.496.13E+066.13E+066.07E+061.69E+028.56E+01Micropavimento550,0000.493.304.055.290.470.40carpeta asfaltica convencional400,0000.416.13E+066.13E+066.17E+066.60E+013.66E+01carpeta asfltica deteriorada150,0000.243.304.055.280.350.30Base estabilizada con asfalto espumado150,0000.210.96.13E+066.13E+066.12E+063.04E+011.83E+01Base Granular10030,0000.140.93.304.055.280.260.23base granular existente8028,0000.130.96.13E+066.13E+066.14E+061.63E+011.05E+01Sub base granular7019,0000.130.93.304.055.280.200.17Sub base granular existente7019,0000.130.9Sub SectorTotalArea fisurada total inicial %5Area con fisuras anchas %2Nmero de parches por km5Rugosidad inicial (IRIo)2Rugosidad final (IRIf)3.5Serviciabilidad inicial3.5Serviciabilidad final2.6CBR (%)Mr (psi)Sub Rasante8.910,364.9Factor de confiabilidad ( R)95Desviacion estandar normal (Zr)-1.64Desviacin estandar total (So)0.4Serviciabilidad Inicial (pi)3.48Serviciabilidad final (pt)2.65Prdida de serviciabilidad (Dpsi)0.83PERIODO TOTALW18TotalW186.13E+06SN16.13E+063.30SN26.13E+064.05SN36.13E+065.28Hterico (pulg)Hasumido (pulg)Hfinal(pulg)Hfinal(cm)Carpeta de Rodadura13.75.0615carpeta de rodadura existente00Capa Base6.410.012.030.0Sub-base12.012.030SNfinal4.725.285.280.00

flexible AASHTO010000

#REF!N de aosNmero estructural SNVariacin del Numero estructural con el tiempo

11

#REF!#REF!N de aosIRI (m/km)Variacin del IRI con el tiempo

1

#REF!Puesta a puntoIndice de efectividadIndice efectividad IRI

00000000000000000000

IRI PP1IRI PP2N de aosIRI (m/km)Variacin del IRI con el tiempo

N de aosDeflexin DoVariacin de la deflexin con el tiempo