Hoja1DATOS DEL PROYECTODATOS DEL PROYECTOCALICATACBR DENS NATURALCBR 95%DMCSMR [kg/cm2]K [kg/cm3]CALICATACBR DENS NATURALCBR 95%DMCSK [kg/cm3]12123705.2617.501121237.50122224725.0557.705222247.70532327744.4887.909323277.90942429763.5818.114424298.114AREA VERDEPORCHET1292231033154340S00.45TIPO DE VIAEE DISEO MXIMOSMILLONES EER (CONFIABILIDAD)ZRPASAJE500000.05500LOCAL2000000.2500COLECTOR4000000460-0.253TRONCAL110000001175-0.674

Hoja2

diseo Hormign colector 1

Valores de DiseoEE3000000VariableValorUnidadpi4.5EE3000000pf2pi4.5R60%pf2ZR-0.253R60%so0.35ZR-0.253K7.501kg/cm3calicata 1so0.35K75.01Mpa/mcomprobarK75.01Mpa/mCd1Cd1Rm50kg/cm2Rm5MpaRm5MpaE29000MpaE290000kg/cm2J3.6E29000MpaJ3.6H168.1236157155cambiarH168.124mmB1.133-0.139EE (frmula)2999999.99999501EE3000000error %1.662E-10

diseo Hormign troncal 1

Valores de DiseoEE10000000VariableValorUnidadpi4.5EE10000000DATOS DEL PROYECTOpf2pi4.5CALICATACBR DENS NATURALCBR 95%DMCSK [kg/cm3]R75%pf2121237.5012117281ZR-0.674R75%222247.7046956235so0.35ZR-0.674323277.9089280778K7.5012117281kg/cm3calicata 1so0.35424298.1137423932K75.0121172814Mpa/mcomprobarK75.0121172814Mpa/mCd1Cd1Rm50kg/cm2Rm5MpaRm5MpaE29000MpaE290000kg/cm2J3.6E29000MpaJ3.6H220.9566364364cambiarH221mmB1.078-0.310EE (frmula)10000000EE10000000error %-2.235E-1353.1536

Resultados HormignViaCapaEspesor [cm]TroncalHormign22Base15ColectoraHormign17Base15LocalHormign13Base15PasajeHormign12Base15

diseo Asfalto colector 1

Valores de DiseoEE4000000VariableValorUnidadpi4.2EE4000000DATOS DEL PROYECTOpf2pi4.2CALICATACBR DENS NATURALCBR 95%DMCSMR [kg/cm2]R60%pf212123705.2613911014ZR-0.253R60%22224725.0552877535so0.45ZR-0.25332327744.4879820229MR705.2613911014kg/cm2calicata 1so0.4542429763.5813595104MR69.1205531577MpacomprobarMR69.12Mpami1mi1ai asfalto0.4ai asfalto0.4ai Binder0.39ai Binder0.39ai Base 0.13ai Base 0.13ai Subbase0.11ai Subbase0.11

H166.5829646707cambiarSub-RasanteSubBaseBaseMR369.1205531577CBR230CBR170NE3i79.9MR2102.7505388MR1192.5543529B31.082NE2i69.5NE1i55.2EE4000000B21.573B13.127EE formula4000000EE4000000EE4000000error %1.7E-11EE formula4000000EE formula4000000error %1.3E-10error %9.5E-14

VERIFICACIN CAPASMtodo Shellespesorvalor mnimounidadValor usadounidade asfalto138.0mm140mmA)k11.59B)k21.91ebase103.5mm110mmk1*Mrsubrasante109.81k1*k2*Mrsubrasante209.37e subbase87.3mm90mmMR subbase102.75MR base192.55CUMPLECUMPLEDISEO CON BINDERCapaespesoraiNENE acumuladoAsfalto500.42020Binder1000.393959Base1500.1319.578.5Subbase1000.111189.5

diseo Asfalto Troncal

Valores de DiseoEE11000000VariableValorUnidadpi4.2EE11000000DATOS DEL PROYECTOpf2pi4.2CALICATACBR DENS NATURALCBR 95%DMCSMR [kg/cm2]R75%pf212123705.2613911014ZR-0.674R75%22224725.0552877535so0.45ZR-0.67432327744.4879820229MR705.2613911014kg/cm2calicata 1so0.4542429763.5813595104MR69.1205531577MpacomprobarMR69.1205531577Mpami1mi1ai asfalto0.4ai asfalto0.4ai Binder0.39ai Binder0.39ai Base 0.13ai Base 0.13ai Subbase0.11ai Subbase0.11

H166.5829646707cambiarSub-RasanteSubBaseBaseMR369.1205531577CBR230CBR170NE3i99.0MR2102.7505388MR1192.5543529B30.688NE2i86.5NE1i69.4EE11000000B20.898B11.579EE formula11000000EE11000000EE11000000error %-4.8E-14EE formula11000000EE formula11000000error %-7.1E-15error %3.0E-15

VERIFICACIN CAPASMtodo Shellespesorvalor mnimounidadValor usadounidade asfalto173.4mm180mmA)k11.59B)k21.91ebase111.4mm120mmk1*Mrsubrasante109.81k1*k2*Mrsubrasante209.37e subbase103.3mm0mmMR subbase102.75MR base192.55CUMPLECUMPLEDISEO CON BINDERCapaespesoraiNENE acumuladoAsfalto500.42020Binder1500.3958.578.5Base1500.1319.598Subbase1000.1111109

Resultados Asfalto

ViaCapaEspesor [cm]Asfalto5TroncalBinder15Base15Subbase10Asfalto5ColectorBinder10Base15Subbase10Asfalto4LocalBase20Subbase0Asfalto4PasajeBase15Subbase0