Sn-Aashto 93- Solucion Practica

RIO SECOMETODO TRAFICO BAJO VOLUMEN :METODO TRAFICO PESADO :CONREVIAL - MTC (Factores Destructivos)M =TPD =150IMD2E =37TIPO DE VEHICULOCOSTASIERRASELVAM =46IMD3E =33CAMION 2 EJES2.32.72.7i =5%IMDTyS =90CAMION 3 EJES4.35.65.6n =10i =4%MAS DE 3 EJES11.79.29.2EAL =8.89E+04n =10EAL 8.2 =2.80E+062.44E+062.44E+06Y1 =3.01DATOS :n =0.504Z =-0.841ZR =-0.841S =0.45So =0.45SN =2.1951M =7200.00Pi =4.20W =88939.50Pf =2.00| SN1 - SN | =0.815< 0.01P =2.20EAL =88940MR =7200VALOR ITERATIVO :Sn =2.20SN =2.20y =SN1 =3.0100DISEO DE PAVIMENTO :Nmero EstructuralSN =2.20SN=a1 . D1 + a2 . D2 . m2 + a3 . D3 . m3Coef. Estruc. C.Aa1 =0.172.20=2.35Coef. Estruc. B.Ga2 =0.06Coef. Estruc. SB.Ga3 =0.045Coef. Dren. S.B.Gm2 =1.00C . A5.00cm.Coef. Dren. B.Gm3 =1.00BASE25.00cm.Carpeta AsflticaD1 =5.00Base GranularD2 =25.00SUB BASE0.00cm.Sub Base GranularD3 =0.00

ADOQUINESMETODO TRAFICO BAJO VOLUMEN :METODO TRAFICO PESADO :CONREVIAL - MTC (Factores Destructivos)M =TPD =300IMD2E =0TIPO DE VEHICULOCOSTASIERRASELVAM =110IMD3E =0CAMION 2 EJES2.32.72.7i =4%IMDTyS =0CAMION 3 EJES4.35.65.6n =10i =4%MAS DE 3 EJES11.79.29.2EAL =4.04E+05n =10EAL 8.2 =0.00E+000.00E+000.00E+00Y1 =2.46DATOS :n =0.539Z =-1.282ZR =-1.282S =0.45So =0.45SN =2.4620M =11800.00Pi =4.20W =404073.77Pf =2.00| SN1 - SN | =0.002< 0.01P =2.20EAL =404074MR =11800VALOR ITERATIVO :Sn =2.46SN =2.46y =SN1 =2.4600DISEO DE PAVIMENTO :Nmero EstructuralSN =2.46SN=a1 . D1 + a2 . D2 . m2 + a3 . D3 . m3Coef. Estruc. C.Aa1 =0.172.46=2.69Coef. Estruc. B.Ga2 =0.052Coef. Estruc. S.B.Ga3 =0.047Coef. Dren. B.Gm2 =1.00ADOQUINES0.00cm.Coef. Dren. S.B.Gm3 =1.00BASE20.00cm.Carpeta AsflticaD1 =0.00Base GranularD2 =20.00SUB BASE35.00cm.Sub Base GranularD3 =35.00AV . TAMBOPATAADOQUINES8.00cm.ARENA3.0 - 5.0cm.SUELO ESTABILIZADO CON CEMENTO20.00cm.SUB BASE GRANULAR20.00cm.ADOQUINES8.00cm.ARENA3.0 - 5.0cm.BASE GRANULAR20.00cm.SUB BASE GRANULAR35.00cm.

Hoja2METODO TRAFICO BAJO VOLUMEN :METODO TRAFICO PESADO :CONREVIAL - MTC (Factores Destructivos)M =TPD =150IMD2E =0TIPO DE VEHICULOCOSTASIERRASELVAM =46IMD3E =0CAMION 2 EJES2.32.72.7i =4%IMDTyS =0CAMION 3 EJES4.35.65.6n =10i =4%MAS DE 3 EJES11.79.29.2EAL =8.45E+04n =10EAL 8.2 =0.00E+000.00E+000.00E+00Y1 =2.37DATOS :n =0.527Z =-1.037ZR =-1.037S =0.45So =0.45SN =2.3671M =6000.00Pi =4.20W =84488.15Pf =2.00| SN1 - SN | =0.000< 0.01P =2.20EAL =84488MR =6000VALOR ITERATIVO :Sn =2.37SN =2.37y =SN1 =2.3668DISEO DE PAVIMENTO :Nmero EstructuralSN =2.37SN=a1 . D1 + a2 . D2 . m2 + a3 . D3 . m3Coef. Estruc. C.Aa1 =0.1652.37=2.51Coef. Estruc. S.B.Ga2 =0.06Coef. Estruc. B.Ga3 =0.045Coef. Dren. S.B.Gm2 =0.80C . A5.00cm.Coef. Dren. B.Gm3 =0.80BASE20.00cm.Carpeta AsflticaD1 =5.00Base GranularD2 =20.00SUB BASE20.00cm.Sub Base GranularD3 =20.00AV . PROGRESO - Jr TUMBES

Hoja3METODO TRAFICO BAJO VOLUMEN :METODO TRAFICO PESADO :CONREVIAL - MTC (Factores Destructivos)M =TPD =150IMD2E =0TIPO DE VEHICULOCOSTASIERRASELVAM =46IMD3E =0CAMION 2 EJES2.32.72.7i =4%IMDTyS =0CAMION 3 EJES4.35.65.6n =10i =4%MAS DE 3 EJES11.79.29.2EAL =8.45E+04n =10EAL 8.2 =0.00E+000.00E+000.00E+00Y1 =2.37DATOS :n =0.527Z =-1.037ZR =-1.037S =0.45So =0.45SN =2.3671M =6000.00Pi =4.20W =84488.15Pf =2.00| SN1 - SN | =0.000< 0.01P =2.20EAL =84488MR =6000VALOR ITERATIVO :Sn =2.37SN =2.37y =SN1 =2.3668DISEO DE PAVIMENTO :Nmero EstructuralSN =2.37SN=a1 . D1 + a2 . D2 . m2 + a3 . D3 . m3Coef. Estruc. C.Aa1 =0.1652.37=2.51Coef. Estruc. S.B.Ga2 =0.06Coef. Estruc. B.Ga3 =0.045Coef. Dren. S.B.Gm2 =0.80C . A5.00cm.Coef. Dren. B.Gm3 =0.80BASE20.00cm.Carpeta AsflticaD1 =5.00Base GranularD2 =20.00SUB BASE20.00cm.Sub Base GranularD3 =20.00JR 07 DE JUNIO - JR ARGENTINA - JR HUALLAGA

PresentacionMETODO TRAFICO BAJO VOLUMEN :METODO TRAFICO PESADO :CONREVIAL - MTC (Factores Destructivos)M =TPD =54IMD2E =25TIPO DE VEHICULOCOSTASIERRASELVAM =110IMD3E =1CAMION 2 EJES2.32.72.7i =2.2%IMDTyS =0CAMION 3 EJES4.35.65.6n =5i =4%MAS DE 3 EJES11.79.29.2EAL =3.14E+04n =10EAL 8.2 =1.36E+051.60E+051.60E+05Y1 =1.20DATOS :n =0.528Z =-1.645ZR =-1.645S =0.45So =0.45SN =2.3726M =14805.00Pi =4.20W =400000.00Pf =2.00| SN1 - SN | =1.173< 0.01P =2.20EAL =400000MR =14805VALOR ITERATIVO :Sn =2.37SN =2.37y =SN1 =1.2000DISEO DE PAVIMENTO :Nmero EstructuralSN =2.37SN=a1 . D1 + a2 . D2 . m2 + a3 . D3 . m3Coef. Estruc. C.Aa1 =0.12.37=2.14Coef. Estruc. B.Ga2 =0.052Coef. Estruc. S.B.Ga3 =0.047Coef. Dren. B.Gm2 =1.05CARPETA5.00cm.Coef. Dren. S.B.Gm3 =1.20BASE30.00cm.Carpeta AsflticaD1 =5.00Base GranularD2 =30.00SUB BASE0.00cm.Sub Base GranularD3 =0.00

Problema SolMETODO TRAFICO BAJO VOLUMEN :METODO TRAFICO PESADO :CONREVIAL - MTC (Factores Destructivos)M =TPD =49IMD2E =17TIPO DE VEHICULOCOSTASIERRASELVAM =27IMD3E =10CAMION 2 EJES2.32.72.7i =4.8%IMDTyS =0CAMION 3 EJES4.35.65.6n =10i =4%MAS DE 3 EJES11.79.29.2EAL =1.69E+04n =10EAL 8.2 =1.82E+052.26E+052.26E+05Y1 =1.40DATOS :n =0.333Z =-1.282ZR =-1.282S =0.45So =0.45SN =1.1523M =15977.00Pi =3.50W =10000.00Pf =2.00| SN1 - SN | =0.248< 0.01P =1.50EAL =10000MR =15977VALOR ITERATIVO :Sn =1.15SN =1.15y =SN1 =1.4000DISEO DE PAVIMENTO :Nmero EstructuralSN =1.15SN=a1 . D1 + a2 . D2 . m2 + a3 . D3 . m3Coef. Global T.S.B.a1 =0.424.57=3.34Coef. Estruc. B.Ga2 =0.139Coef. Estruc. S.B.Ga3 =0.13Coef. Dren. B.Gm2 =1.00SLURRY SEAL1.00cm.Coef. Dren. S.B.Gm3 =1.00SUB BASE GRANULAR30.00cm.Carpeta AsflticaD1 =3.50Base GranularD2 =6.00Sub Base GranularD3 [email protected]

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SOLUCION PRACTICAMETODO TRAFICO BAJO VOLUMEN :METODO TRAFICO PESADO :CONREVIAL - MTC (Factores Destructivos)M =TPD =39IMD2E =0TIPO DE VEHICULOCOSTASIERRASELVAM =18IMD3E =0CAMION 2 EJES2.32.72.7i =4.8%IMDTyS =0CAMION 3 EJES4.35.65.6n =10i =4%MAS DE 3 EJES11.79.29.2EAL =8.96E+03n =10EAL 8.2 =0.00E+000.00E+000.00E+00Y1 =1.20DATOS :n =0.558Z =-1.645ZR =-1.645S =0.45So =0.45SN =2.6119M =11252.00Pi =4.00W =400000.00Pf =2.00| SN1 - SN | =1.412< 0.01P =2.00EAL =400000MR =11252VALOR ITERATIVO :Sn =2.61SN =2.61y =SN1 =1.2000DISEO DE PAVIMENTO :Nmero EstructuralSN =2.61SN=a1. D1 + a2 . D2 . m2 + a3 . D3 . m3Coef. Global T.S.B.a1 =0.422.61=2.85Coef. Estruc. B.Ga2 =0.14Coef. Estruc. S.B.Ga3 =0.12Coef. Dren. B.Gm2 =1.00MAC2.50pulg.Coef. Dren. S.B.Gm3 =1.00BASE GRANULAR6.00pulg.Tratamiento SuperficialD1 =2.50Base GranularD2 =6.00SUB BASE GRANULAR8.00pulg.Sub Base GranularD3 =8.00

PER A-TCARRETERA: ANCOS - TAUCA - CABANA - HUANDOVALTRAMO: ANCOS - TAUCAPOR INCIDENCIA DEL ESTRATO EN METROSINSTITUTO DEL ASFALTOCLASIFICACIN DE SUELOSCBR 95%INCIDENCIA EN MTSINCIDENCIA EN %INCIDENCIA ACUM. EN %CBR 95%N DE VALORES MAYORES O IGUALES A CBRi% DE VALORES MAYORES O IGUALES (%)A-156.11.31.31.356.1111.1A-231.335.435.436.731.3222.2A-328.113.313.350.028.1333.3A-4237.67.657.623444.4A-518.48.88.866.418.4555.6A-616.719.919.986.316.7666.7A-714.34.64.690.914.3777.8A-811.65.55.596.411.6888.9A-98.13.63.6100.08.19100.0100

&L&G&C&G

PER A-T

INCIDENCIA EN MTRSCBRPERCENTILESCALCULO DEL PERCENTIL

PER T-CCARRETERA: ANCOS - TAUCA - CABANA - HUANDOVALTRAMO: TAUCA - CABANAPOR INCIDENCIA DEL ESTRATO EN METROSINSTITUTO DEL ASFALTOCLASIFICACIN DE SUELOSCBR 95%INCIDENCIA EN MTSINCIDENCIA EN %INCIDENCIA ACUM. EN %CBR 95%N DE VALORES MAYORES O IGUALES A CBRi% DE VALORES MAYORES O IGUALES (%)A-12918.818.818.829.0114.3A-224.228.528.547.324.2228.6A-315.26.76.754.015.2342.9A-414.410.910.964.914.4457.1A-511.413.813.878.711.4571.4A-610.83.83.882.510.8685.7A-76.617.517.5100.06.67100.0100

&L&G&C&G

PER T-C42002.82.83851.484249288428501.91.92942.91246191266000444932.98675195837500555759.077194605691506.16.16611.125409275410500777273.55554935751080010823.98987646838780.87451857127417.129851103612637.511987.86092524559460.58623820748271.49051503531350012513.50253284329746.19352155658659.22118237241500013400.507764528910201.98311229229315.98076020761114256.945849382510614.29495012589952.90194327911215086.519715600510990.706166982910572.31450739281315892.215068936311336.970920378611176.10457442841416676.483492600611657.562007915611765.82658408991517441.369109498211956.025169968212342.78104427371618188.598798124812235.218812409312908.07010112731718919.648066316212497.480926387213462.63824524011819635.790192518912744.748224658814007.30276873611920338.133575487612978.64302387414542.77697871242021027.650591582613200.537815394615069.6881795318212113411.604065591515588.5918048075222213612.849653228116099.9826671314232313805.147978109516604.3040173472242413989.260870085217101.9549163173252514165.856818379817593.2962905499262614335.525623480918078.6559497704272714498.790282334718558.3327773538282814656.116711017919032.6002554699292914807.921760521519501.7094504901303014954.579873070519965.891557004

AASHTOSUDAFRICAVAN TILSUELOSGRANULARESCBRMODULO RESIELENTEMODULO RESLENTE DE SUBRASANTE

PER C-H

INSTI ASFALTOCBRPERCENTILESCALCULO DEL PERCENTIL

MRCARRETERA: ANCOS - TAUCA - CABANA - HUANDOVALTRAMO: CABANA - HUANDOVALPOR INCIDENCIA DEL ESTRATO EN METROSINSTITUTO DEL ASFALTOCLASIFICACIN DE SUELOSCBR 95%INCIDENCIA EN MTSINCIDENCIA EN %INCIDENCIA ACUM. EN %CBR 95%N DE VALORES MAYORES O IGUALES A CBRi% DE VALORES MAYORES O IGUALES (%)A-124.723.823.823.824.7111.1A-223.810.910.934.723.8222.2A-3239.69.644.323333.3A-4174.14.148.417444.4A-51511.711.760.115555.6A-810.235.435.495.510.2888.9A-98.54.54.5100.08.59100.014.6

&L&G&C&G

MR42002.82.83851.484249288428501.91.92942.91246191266000444932.98675195837500555759.077194605691506.16.16611.125409275410500777273.55554935751080010823.98987646838780.87451857127417.129851103612637.511987.86092524559460.58623820748271.49051503531350012513.50253284329746.19352155658659.22118237241500013400.507764528910201.98311229229315.98076020761114256.945849382510614.29495012589952.90194327911215086.519715600510990.706166982910572.31450739281315892.215068936311336.970920378611176.10457442841416676.483492600611657.562007915611765.82658408991517441.369109498211956.025169968212342.78104427371618188.598798124812235.218812409312908.07010112731718919.648066316212497.480926387213462.63824524011819635.790192518912744.748224658814007.30276873611920338.133575487612978.64302387414542.77697871242021027.650591582613200.537815394615069.6881795318212113411.604065591515588.5918048075222213612.849653228116099.9826671314232313805.147978109516604.3040173472242413989.260870085217101.9549163173252514165.856818379817593.2962905499262614335.525623480918078.6559497704272714498.790282334718558.3327773538282814656.116711017919032.6002554699292914807.921760521519501.7094504901303014954.579873070519965.891557004


Hoja1111.11111111111.322.222222222236.733.33333333335044.444444444457.655.555555555666.466.666666666786.377.777777777890.988.888888888996.4100100

INSTI ASFALTOINCIDENCIA EN MTRSCBRPERCENTILESCALCULO DEL PERCENTIL

Hoja12

INSTI ASFALTOCBRPERCENTILESCALCULO DEL PERCENTIL

MODULO RESILENTE DE SUBRASANTECBR 95%MODULO RESILENTE (psi)SUELOS FINOSCL, CH, ML,SC, SM, y SPSUELOSA-2, A-4, A-5 yGRANULARESA-6, A-7AASHTOSUDAFRICAVAN TILL1500*CBR3000*CBR0 ^ 0,654326*Ln(CBR)+2411885,205*CBR^0,693872.8420038511.9285029434600049335750057596.19150661171050072747.21080010824878174178.42512637.511988946182719135001251497468659101500013401102029316111425710614995312150871099110572131589211337111761416676116581176615174411195612343161818912235129081718920124971346318196361274514007192033812979145432021028132011507021134121558922136131610023138051660424139891710225141661759326143361807927144991855828146561903329148081950230149551996616.513187


POR INCIDENCIA DEL ESTRATO EN METROSINSTITUTO DEL ASFALTOCALSIFICACININCIDENCIAINCIDENCIAINCIDENCIAN DE VALORES% DE VALORESDE SUELOSCBR 95%EN MTSEN %ACUM. EN %CBR 95%MAYORES O IGUALESMAYORES O IGUALESA CBRi(%)A-12613.7545.845.826125.0A-2108.729.074.810250.0A-377.123.798.57375.0A-440.451.5100.044100.030

INCIDENCIAINST. ASFALTOCBRPERCENTILESCALCULO DEL PERCENTIL

CALCULO DEL CBRCALSIFICACIN DE SUELOSSUELOS%RETENIDO ACUMULADO% PASA ACUM.L.LIPABRASIONMDSCBR100%%ABSORCIONSUCSAASTHO3/43/8N4N 200OCHCBR95%% EXPANSIONGWA - 1 - a (0)183643419NP292.2751000.65.846S/EGW - GMA - 1 - a (0)314961917NP23.62.2299715.345S/ESP - SMA - 1 - b (0)92135519NP19.32.291940.76.232S/E

Sn-Aashto 93- Solucion Practica

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