pip1

DatosGOBIERNO REGIONAL MOQUEGUAGERENCIA REGIONAL DE INFRAESTRUCTURASUB GERENCIA DE ESTUDIOSLABORATORIO DE MECANICA DE SUELOS Y CONCRETOSCarretera Toquepala KM 0+030 Telfono (053) 462414PROYECTO:UBICACIN:DISTRITO DE SAMEGUA REGION MOQUEGUASOLICITA:SUB GERENCIA DE OBRASFECHA:FEBRERO DEL 2013MUESTRA:MATERIAL DE PRESTAMOPROCEDENCIA:SAMEGUA1Muestra:CANTERA ROCAEnsayado por:Proceso porRevision por::2USO:BASE

GranulometriaGOBIERNO REGIONAL MOQUEGUAGERENCIA REGIONAL DE INFRAESTRUCTURASUB GERENCIA DE ESTUDIOSLABORATORIO DE MECANICA DE SUELOS Y CONCRETOSCarretera Toquepala KM 0+030 Telfono (053) 462414ESTA EN TABLA?ESTA EN TABLA?PROYECTO:Hum. Higroscpica2HUMEDAD NATURAL1Muestra < N 40N Recip.X14RNON Recip.X10SIPeso M.H.500.00UBICACIN:DISTRITO DE SAMEGUA REGION MOQUEGUAPeso Recip.0.00Peso Recip.0.00Peso M.S.L.230.10SOLICITA:SUB GERENCIA DE OBRASRecip. + S.H.500.00Recip. + S.H.805.42Peso M.S.490.55FECHA:FEBRERO DEL 2013Recip. + S.S.490.55Recip. + S.S.758.56% Grava24.996507.00MUESTRA:MATERIAL DE PRESTAMO%Humedad1.93%Humedad6.18% Arena35.199163.19USO:BASE% Finos39.8310371.81ENSAYOS ESTANDAR DE CLASIFICACINTotal100.0026042.00( ASTM D2216-D421-D4318-D2487)MUESTRA TOTALPMT26042.00TAMIZ%%%EspecificacionesMuestra N:CANTERA ROCASupInfSupInfSupInfSupInfSupInfSupInfNombremmRetenidoAcumuladoPasanteTcnicasASTM D - 1241GRADACION''B''Procedencia:SAMEGUAPulgPeso Retenido%Retenido%PasanteP10P30P60D60D10D30D30D60D601030603"76.200.000.00100.00100.00100.00SUCS :SCI.G.3"0.000.00100.00010000000000000090.0070.0040.002 1/2"63.500.000.00100.00100.00100.00AASHTO:A - 622 1/2"0.000.00100.00010000000000000090.0070.0040.002"50.800.000.00100.00100.00100.00Cu:28.302"0.000.00100.00510000000000000090.0070.0040.001 1/2"38.101.701.7098.3089.0098.00Cc:0.321 1/2"442.001.7098.30010000000000000088.3068.3038.301"25.403.084.7895.2275.0095.00Lim. Liquido36.5736.571"802.003.0895.22010000000000000085.2265.2235.223/4"19.052.687.4592.5564.0090.00Lim. Plstico18.8718.873/4"697.002.6892.55010000000000000082.5562.5532.551/2"12.704.1911.6588.3549.0081.00Ind. Plasticidad17.7017.701/2"1092.004.1988.35010000000000000078.3558.3528.353/8"9.533.3314.9785.0340.0075.00% Grava:24.993/8"866.003.3385.03010000000000000075.0355.0325.03N 44.7610.0124.9975.0130.0060.00% Arena:35.19N 42608.0010.0175.01010000000000000065.0145.0115.01N 102.005.7230.7169.2920.0045.00% Finos:39.83N 1037.425.7269.2910000000000000059.2939.299.29N 200.845.6236.3363.6717.0037.00N 2036.785.6263.67010000000000000053.6733.673.67N 400.4264.8341.1758.8315.0030.00N 4031.604.8358.830100000063.666997599458.834820046500000.840.42648.8328.831.17N 500.2973.0444.2155.7913.0027.00N 5019.883.0455.79010000000000000045.7925.794.21N 1000.1497.8252.0347.979.0020.00N 10051.167.8247.97010000000000000037.9717.9712.03N 2000.0748.1460.1739.835.0015.00N 20053.268.1439.83010039.8272355584039.82723555840000.07400.07400029.839.8320.17< N 2000.0039.83100.000.00< N 200260.4539.830.0039.8272355584039.8272355584063.666997599458.83482004650.07400.07400.840.42629.839.831.1710371.81% Pasante103060Diam. sup0.0740.0740.84TAMICESHUMEDAD HIGROSCOPICALIMITE LIQUIDOLIMITE PLASTICOINDICE DE PLASTICIDADPESO ESPECIFICO GRAVAPESO ESPECIFICO ARENA Y FINOPESO ESPECIFICO DE SUELOHUMEDAD NATURALDENSIDAD NATURALHUMEDAD OPTIMADENSIDAD MAXIMACuCcINDICE DE GRUPOCLASIFICACION AASHTOCLASIFICACION SUCSGRAVAARENAFINOSDiam. inf000.4263"2 1/2"2"1 1/2"1"3/4"1/2"3/8"N 4N 10N 20N 40N 50N 100N 200%%%% Pas. sup39.827235558439.827235558463.6669975994100.00100.00100.0098.3095.2292.5588.3585.0375.0169.2963.6758.8355.7947.9739.831.9336.5718.8717.702.752.532.586.1828.300.321.91A - 6SC24.9935.1939.83% Pas. inf0058.8348200465Diametro0.0190.0560.526PULG.3"100.002 1/2"100.00Cu =28.3002"100.00Cc =0.318''B''T1 1/2"98.30I.G. =21.910A1"95.220M3/4"92.55IG = (F200 - 35) (0.02 + 0.005 (LL-40) ) + 0.01 (F200 - 15) (IP - 10)I1/2"88.35289C3/8"85.03BASESUB BASEAFIMADOEN 475.01Inf.Sup.Inf.Sup.Inf.Sup.SN 1069.29100100100100100100N 2063.67100100100100100100N 4058.83100100100100100100N 5055.7989981001007590N 10047.9775951001005080N 20039.836490871004373HUMEDAD HIGROSCOPICA1.934981731003565LIMITE LIQUIDO36.574075601002858LIMITE PLASTICO18.87306050852050INDICE DE PLASTICIDAD17.70204540701744PESO ESPECIFICO GRAVA2.75173733581537PESO ESPECIFICO ARENA Y FINOS2.53153025451231PESO ESPECIFICO DE SUELO2.5813271935925HUMEDAD NATURAL6.189201425718SALES SOLUBLES (%)0.04515815412DENSIDAD NATURALMuestra:CANTERA ROCAHUMEDAD OPTIMAEnsayado por:0DENSIDAD MAXIMAProceso por:0Cu28.30Revision por:0Cc0.32INDICE DE GRUPO1.91CLASIFICACION AASHTOA - 6CLASIFICACION SUCSSCGRAVA%24.99ARENA%35.19FINOS%39.83

OBSERVACIONES:

Granulometria010001000100010001000100010001000100010001000100010001000100

CurvaDiamNombreLim. superiorLim. inferiorAbertura de Tamiz (mm)Porcentaje PasanteCurva Granulomtrica3"2 1/2"2"1 1/2"1"3/4"1/2"3/8"N 4N 10N 20N 40N 50N 100N 200

Lim.Graf.010001000100010001000100010001000100010001000100010001000100


Hoja1010001000100010001000100010001000100010001000100010001000100


Limites010001000100010001000100010001000100010001000100010001000100


Pe Grava101001101000100010001000100010001000100010001000100010001000100


Humedad Natural010001000100010001000100010001000100010001000100010001000100


SALES010001000100010001000100010001000100010001000100010001000100


Pe Fino010001000100010001000100010001000100010001000100010001000100


Densidad Minima010001000100010001000100010001000100010001000100010001000100


Taras010001000100010001000100010001000100010001000100010001000100


Densidad Natural010001000100010001000100010001000100010001000100010001000100


Densidad Maxima010001000100010001000100010001000100010001000100010001000100


DLP - CBR101001101000100010001000100010001000100010001000100010001000100


DPL101001101000100010001000100010001000100010001000100010001000100


Angulo de Friccion101001101000100010001000100010001000100010001000100010001000100


Compactaciones101001101000100010001000100010001000100010001000100010001000100


Fiolas101001101000100010001000100010001000100010001000100010001000100


Clculo010001000100010001000100010001000100010001000100010001000100


Lecturas010001000100010001000100010001000100010001000100010001000100


Resumen010001000100010001000100010001000100010001000100010001000100


Presentacion010001000100010001000100010001000100010001000100010001000100


Formato de Lecturas010001000100010001000100010001000100010001000100010001000100


Formato de HumedadesGOBIERNO REGIONAL MOQUEGUAGERENCIA REGIONAL DE INFRAESTRUCTURASUB GERENCIA DE ESTUDIOSASTM D 4318LABORATORIO DE MECANICA DE SUELOS Y CONCRETOSCarretera Toquepala KM 0+030 Telfono (053) 462414ENSAYOS DE LMITES DE CONSISTENCIA(NORMA MTC E - 110, MTC E 111)1OBRA :0000SOLICITA :00000FECHA :07 de Septiembre 2012MUESTRA :0PESAFILTROSCALICATA :: 00000+0: 00000+ESTR.E 2012/31/99CALICATA :0ESTR.E 2LIMITE LIQUIDO142.954114N TARRO4X10X11224.784213.7TARRO + SUELO HUMEDO40.0732.5934.55338.614314TARRO + SUELO SECO38.3130.8232.42442.464442.8320.6835942999AGUA1.761.772.13531.574515.820.7119088487PESO DEL TARRO31.2723.9324.5625.8637.0746PESO DEL SUELO SECO7.046.897.8616.9717.7447% DE HUMEDAD25.0025.6927.109.0817.0448N DE GOLPES312618940.28491038.4850LIMITE PLASTICO1138.4951N TARRO16X121260.0452TARRO + SUELO HUMEDO12.7016.551343.5553TARRO + SUELO SECO11.7615.521442.5154AGUA0.941.031537.9455PESO DEL TARRO6.169.451636.1156PESO DEL SUELO SECO5.606.071741.5157% DE HUMEDAD16.7916.971839.25581941.8059N DE GOLPES% DE HUMEDAD2039.596031252143.286126262237.98621827.102338.9163XY2438.126434.0019.00252539.14652640.98662742.646725.8312839.276825.83252938.43693040.0370N DE GOLPES% DE HUMEDAD3140.23713125.003240.03722625.693341.94731827.103443.127400.003537.40753637.67763738.0577xy3829.267825103940.45792525.84027.77802525.8125.8CONSTANTES FISICAS DE LA MUESTRALIMITE LIQUIDO26101616LIMITE PLASTICO17151616INDICE DE PLASTICIDAD920161625161630161635161640161645161650161660161670161680161690161610016161616161616161616161616

Formato de Humedades0

DATOSLIMITE LIQUIDO

Perfil25101625.689404934725.83321676661627.099236641225.83321676661625.83321676661616161616161616161616

% DE HUMEDAD A 25 GOLPES

Clasificacion AASHTO

Clasificacion SUCSGOBIERNO REGIONAL MOQUEGUAGERENCIA REGIONAL DE INFRAESTRUCTURASUB GERENCIA DE ESTUDIOSASTM D 4318LABORATORIO DE MECANICA DE SUELOS Y CONCRETOSCarretera Toquepala KM 0+030 Telfono (053) 462414ENSAYOS DE LMITES DE CONSISTENCIA(NORMA MTC E - 110, MTC E 111)1OBRA :"DESARROLLO INTITUCIONAL DE LA SEDE CENTRAL DEL GRM"SOLICITA :SUB GERENCIA DE ESTUDIOS0000FECHA :OCTUBRE 2012MUESTRA :SEDE CENTRALPESAFILTROSCALICATA :C-10: 00000+ESTR.E 1012/31/99CALICATA :C-1ESTR.E 1LIMITE LIQUIDO142.954114N TARROX13X76224.784213.7TARRO + SUELO HUMEDO28.3828.0834.57338.614314TARRO + SUELO SECO27.2627.0533.62442.464442.8320.6835942999AGUA1.121.030.95531.574515.820.7119088487PESO DEL TARRO24.3824.4631.3239.9637.0746PESO DEL SUELO SECO2.882.592.3022.6717.7447% DE HUMEDAD38.8939.7741.3017.2817.0448N DE GOLPES302619940.28491038.4850LIMITE PLASTICO1138.4951N TARROX10X21260.0452TARRO + SUELO HUMEDO12.4912.651343.5553TARRO + SUELO SECO12.2812.371442.5154AGUA0.210.281537.9455PESO DEL TARRO11.3411.151636.1156PESO DEL SUELO SECO0.941.221741.5157% DE HUMEDAD22.3422.951839.25581941.8059N DE GOLPES% DE HUMEDAD2039.596030392143.286126402237.98621941.302338.9163XY2438.126448.0032.00252539.14652640.98662742.646739.8812839.276839.88252938.43693040.0370N DE GOLPES% DE HUMEDAD3140.23713038.893240.03722639.773341.94731941.303443.127400.003537.40753637.67763738.0577xy3829.267825103940.45792539.94027.77802539.9139.9CONSTANTES FISICAS DE LA MUESTRALIMITE LIQUIDO40101616LIMITE PLASTICO23151616INDICE DE PLASTICIDAD1720161625161630161635161640161645161650161660161670161680161690161610016161616161616161616161616

Clasificacion SUCS0

DATOSLIMITE LIQUIDO

CBR - Teorico000

% DE HUMEDAD A 25 GOLPES

Inspecion VisualGOBIERNO REGIONAL MOQUEGUAGERENCIA REGIONAL DE INFRAESTRUCTURASUB GERENCIA DE ESTUDIOSLABORATORIO DE MECANICA DE SUELOS Y CONCRETOSCarretera Toquepala KM 0+030 Telfono (053) 46241404PROYECTO:1040204UBICACIN:DISTRITO DE SAMEGUA REGION MOQUEGUA254SOLICITA:SUB GERENCIA DE OBRAS307FECHA:FEBRERO DEL 20134015MUESTRA:MATERIAL DE PRESTAMO5022.256029.5Muestra:CANTERA ROCA7036.75PROCEDENCIA:SAMEGUA80449051.25LMITES DE ATTERBERG10058.5(ASTM D423 - D424)LMITE LQUIDOEnsayo N1234N RecipienteX57114Peso Recipiente24.1831.2331.1831.23N Golpes30.0025.0019.0014.00Peso Recipiente + Suelo hmedo27.9335.5834.4035.12Peso Recipiente + Suelo seco26.9734.4233.5034.01Humedad34.4136.3638.7939.931111Lm. Lquido35.1836.3637.5337.22435.176122135836.363636363637.526060051337.2227910266LMITE PLSTICOEnsayo N12N Recipiente1545Peso Recipiente6.206.166.19Peso Recipiente + Suelo hmedo8.879.097.491110Peso Recipiente + Suelo seco8.448.647.283Humedad19.2018.1519.2719.196428571418.145161290319.26605504590NDICE DE PLASTICIDADLmite Lquido promedio36.5736.57%Lmite Plstico promedio18.8718.87%ndice Plstico17.7017.70%Ensayado por:0Proceso por:0Revision por:0

Inspecion Visual

PLASTICIDADLIMITE LIQUIDOINDICE PLASTICOCARTA DE PLASTICIDAD DE CASAGRANDE

DiagramasGOBIERNO REGIONAL MOQUEGUAGERENCIA REGIONAL DE INFRAESTRUCTURASUB GERENCIA DE ESTUDIOSLABORATORIO DE MECANICA DE SUELOS Y CONCRETOSCarretera Toquepala KM 0+030 Telfono (053) 462414PROYECTO:0UBICACIN:DISTRITO DE SAMEGUA REGION MOQUEGUASOLICITA:SUB GERENCIA DE OBRASFECHA:FEBRERO DEL 2013MUESTRA:MATERIAL DE PRESTAMOPESO ESPECFICO GRAVA(ASTM D-854)Muestra N:CANTERA ROCAProcedencia:SAMEGUACaractersticasPeso muestra sumergida616.00gr.Peso muestra hmeda (Sup. Seca)1011.00gr.Peso muestra seca968.00gr.Peso especfico aparente2.7501.3501.350gr. / cm3Peso especfico masivo (BULK)2.451gr. / cm3Peso especfico sat. (Sup. Seca)2.559gr. / cm3Ensayado por:0Proceso por:0Revision por:0

CHCLOHMLMHOLPLASTICIDADLIMITE LIQUIDOINDICE PLASTICOCARTA DE PLASTICIDAD DE CASAGRANDECHCLOHMLMHOLPLASTICIDADLIMITE LIQUIDOINDICE PLASTICOCARTA DE PLASTICIDAD DE CASAGRANDECHCLOHMLMHOL

Graficas BASEGOBIERNO REGIONAL MOQUEGUAGERENCIA REGIONAL DE INFRAESTRUCTURASUB GERENCIA DE ESTUDIOSLABORATORIO DE MECANICA DE SUELOS Y CONCRETOSCarretera Toquepala KM 0+030 Telfono (053) 462414PROYECTO:0UBICACIN:DISTRITO DE SAMEGUA REGION MOQUEGUASOLICITA:SUB GERENCIA DE OBRASFECHA:FEBRERO DEL 2013MUESTRA:MATERIAL DE PRESTAMOHUMEDAD NATURAL(ASTM D-2216)Muestra N:CANTERA ROCAProcedencia:SAMEGUACaractersticasPeso de Muestra Humedad + Recipiente1500.00gr.Peso de Muestra Seca + Recipiente1412.73gr.N de RecipienteX10Peso de Recipiente0.00gr.Porcentaje de Humedad6.177%Ensayado por:0Proceso por:0Revision por:0

Graficas SUB-BASEGOBIERNO REGIONAL MOQUEGUAGERENCIA REGIONAL DE INFRAESTRUCTURASUB GERENCIA DE ESTUDIOSLABORATORIO DE MECANICA DE SUELOS Y CONCRETOSCarretera Toquepala KM 0+030 Telfono (053) 462414PROYECTO:0UBICACIN:DISTRITO DE SAMEGUA REGION MOQUEGUASOLICITA:SUB GERENCIA DE OBRASFECHA:FEBRERO DEL 2013MUESTRA:MATERIAL DE PRESTAMOSALES SOLUBLES TOTALESMTC 219Muestra N:CANTERA ROCAProcedencia:SAMEGUACaracteristicas:Peso de Recipiente175.03grPeso del Recipiente + Agua + Sal275.03ccPeso del Recipiente Secado + Sal175.07grPeso de la Sal0.04grPeso del Agua99.96gr.% de Sales0.04%Volumen del Agua + Sal Filtrada100.00grSales Totales400.00ppmMUESTRAARENAObs: Muestras RepresentativasEnsayado por:0Proceso por:0Revision por:0V B:0

Grafica AFIRMADOGOBIERNO REGIONAL MOQUEGUAGERENCIA REGIONAL DE INFRAESTRUCTURASUB GERENCIA DE ESTUDIOSLABORATORIO DE MECANICA DE SUELOS Y CONCRETOSCarretera Toquepala KM 0+030 Telfono (053) 462414PROYECTO:0UBICACIN:DISTRITO DE SAMEGUA REGION MOQUEGUASOLICITA:SUB GERENCIA DE OBRASFECHA:FEBRERO DEL 2013MUESTRA:MATERIAL DE PRESTAMOPESO ESPECFICO FINO(ASTM C-128)Muestra N:CANTERA ROCAProcedencia:SAMEGUACaractersticasPeso muestra hmeda (Sup. Seca)150.00gr.150.00Peso muestra seca148.97gr.147.17Peso muestra + matraz + H2 O460.50gr.N de Fiola4Temperatura de H2 O en fiola C27.80Peso matraz + H2 O369.82gr.Gravedad Especfica2.53gr. / cm30.000Ensayado por:0Proceso por:0Revision por:0

GOBIERNO REGIONAL MOQUEGUAGERENCIA REGIONAL DE INFRAESTRUCTURASUB GERENCIA DE ESTUDIOSLABORATORIO DE MECANICA DE SUELOS Y CONCRETOSCarretera Toquepala KM 0+030 Telfono (053) 462414PROYECTO:0UBICACIN:DISTRITO DE SAMEGUA REGION MOQUEGUASOLICITA:SUB GERENCIA DE OBRASFECHA:FEBRERO DEL 2013MUESTRA:MATERIAL DE PRESTAMODENSIDAD MINIMA(ASTM D-1523)Muestra N:CANTERA ROCAProcedencia:SAMEGUADescripcion123Peso de Muestra27442.0027491.0031090.00Volumen de Molde14021.0014021.0014021.00Peso de Molde7373.007373.007373.00Densidad Humeda1.431.431.69Densidad Humeda Promedio1.52Humedad (%)1.93Densidad Seca Promedio1.491Ensayado por:0Proceso por:0Revision por:0

TABLA DE RECIPIENTES Y TAPASN RecipientePeso Recipiente1R31.181T11.002R31.392T6.193R31.643T6.184R31.324T6.165R31.575T6.196R31.326T6.177R31.237T6.148R31.528T6.099R31.449T6.1410R31.4210T6.2311R31.2311T6.2012R31.3312T6.1713R31.5613T6.1714R31.8214T6.2015R31.3315T6.2016R31.4016T6.1617R31.3817T6.1918R31.2218T6.20X1R24.02X1T9.41X2R24.68X2T11.15X3R24.20X3T9.43X4R24.26X4T8.86X5R24.18X5T8.75X6R24.33X6T8.39X7R24.46X7T8.39X8R24.33X8T11.25X9R24.48X9T9.55X10R23.98X10T11.34X11R24.61X11T9.16X12R24.51X12T9.46X13R24.38X14R24.18P1R17.04P2R16.84P3R18.25P4R16.07P5R16.50P6R17.79S1T7.36S1R24.84S2T7.30S2R22.42S3T7.21S3R26.10S4T7.432S4R23.28S5T7.57S5R22.52S6T7.29S6R25.69S7T7.52S7R22.69S8T7.44S8R26.65S9T7.68S9R24.94S10T7.37S10R22.28S11T7.22S11R24.37S12T7.49S12R23.81S13T7.52S13R25.21S14T6.94S14R26.10S15T7.46S15R23.77S16T7.47S16R27.74S17T7.07S17R24.80S18T7.16S18R25.76S19T7.41S19R22.14S20T7.34S20R25.42S21T7.58S21R27.48S22T7.11S22R21.91S23T6.98S23R28.31S24T7.34S24R22.10S25T6.82S25R19.65S26T7.09S26R24.81S27T7.60S27R27.42S28T7.54S28R21.62S29T6.97S29R26.22S30T7.56S30R24.52S31T7.76S31R26.41S32T7.38S32R27.77S33T7.53S33R23.78S34T7.29S34R26.35S35T7.25S35R27.44S36T6.96S36R22.46S37T7.58S37R21.53S38T6.71S38R27.82S39T7.24S39R22.49S40T7.08S40R25.74S41T7.44S41R22.00S42T7.21S42R27.06S43T7.12S43R22.93S44T7.39S44R26.64S45T7.16S45R27.73S46T7.39S46R26.83S47T7.39S47R28.12S48T7.35S48R23.64S49T7.71S49R24.49S50T7.66S50R24.14

Texto esttico 16

GOBIERNO REGIONAL MOQUEGUAGERENCIA REGIONAL DE INFRAESTRUCTURASUB GERENCIA DE ESTUDIOSLABORATORIO DE MECANICA DE SUELOS Y CONCRETOSCarretera Toquepala KM 0+030 Telfono (053) 462414PROYECTO:0UBICACIN:DISTRITO DE SAMEGUA REGION MOQUEGUASOLICITA:SUB GERENCIA DE OBRASFECHA:FEBRERO DEL 2013MUESTRA:MATERIAL DE PRESTAMOCORRELACION DE DENSIDADESCONTROL DE DENSIDADES IN SITUD.MIND.NATD.MAX(ASTM D-1556)Dmax :2.2262.2262.226Dnat :1.4861.7361.486Caractersticas del EquipoNumero de Cono:2Dmin :1.4911.4911.491Densidad de la Arena:1.323Peso de Arena en el Embudo:1,497.0Drelat. :-1.01942.750-1.019Datos Adicionalesfric :24.8531.4124.85Peso de Tara:178.000Media0Gs grava:2.75N Punto1CONO 6"Material / EstructuraSuelo de FundacionVolumen2736.22Profundidad hoyo15.00Ret. Acum 3/4"7.45%Peso Frasco + Arena6560.00Peso Frasco + Arena Restante2010.001442.98Peso Suelo Extraido + Tara4211.005229.16Peso Grava + tara (excedente)1100.00203.94RelativoHumedad (Speedy)6.18Peso Arena Usada3053.00Peso Suelo Extraido4033.00Peso grava (excedente)922.00Volumen de la Cavidad2307.63Densidad hmeda1.5771.843Densidad seca1.4861.736Ensayado por:0Proceso por:0Revision por:0

OBSERVACIONES:Realizado por el Laboratorista Alex Fernandez CruzOBSERVACIONES:Realizado por el Laboratorista Alex Fernandez Cruz

GOBIERNO REGIONAL MOQUEGUAGERENCIA REGIONAL DE INFRAESTRUCTURASUB GERENCIA DE ESTUDIOSLABORATORIO DE MECANICA DE SUELOS Y CONCRETOSCarretera Toquepala KM 0+030 Telfono (053) 462414PROYECTO0UBICACINDISTRITO DE SAMEGUA REGION MOQUEGUASOLICITASUB GERENCIA DE OBRASFECHAFEBRERO DEL 2013MUESTRAMATERIAL DE PRESTAMOENSAYO PROCTOR(ASTM D-1557)Tipo Proctor:ModificadoMtodo Compactacin:CINGRESAR DATOS:USO :CARRETERA1Muestra:CANTERA ROCAHum. HigroscpicaPROCEDENCIA:SAMEGUAPeso Molde5100.00Tipo Proctor :Modificado1.93N PUNTOS12345Volumen Molde2123.07Mtodo :C0.000.000.000.000.00Peso Molde5100.005100.005100.005100.005100.000.000.000.000.000.00Volumen Molde2123.072123.072123.072123.072123.07N PUNTOS12345Peso Suelo h. + Molde9635.009892.0010147.0010010.000.00Peso Suelo h. + Molde9635.009892.0010147.0010010.00N Recipiente6H0H1H20N Recipiente6H0H1H2Peso Recipiente0.000.000.000.000.00Peso Recipiente0.000.000.000.00Peso Recipiente + Suelo hmedo500.00500.00500.00500.000.00Peso Recipiente + Suelo hmedo500.00500.00500.00500.00Peso Recipiente + Suelo seco486.55477.20468.28459.660.00Peso Recipiente + Suelo seco486.55477.20468.28459.6611114Peso Suelo hmedo4535.004792.005047.004910.000.00RESULTADOS:24680.773Humedad2.764.786.778.780.00Humedad2.764.786.778.78599.70 %CBRPeso Volumtrico Hmedo2.1362.2572.3772.3130.000Densidad2.0792.1542.2262.126360. grPeso Volumtrico Seco2.0792.1542.2262.1260.000OK!OK!OK!OK!OK!OK!OK!OK!Gs :2.750Densidad mxima :2.226Humedad ptima :6.77WGS2.7500COORDENADAS:2.6072MINMAX2.4774HUMEDAD2.509.002.3616Ingrese coordenadas:DENSIDAD2.062.252.25486.77Humedad ptima2.157102.226Densidad Mxima2.068121.98614Saturacion =100 x PeAp1.91016100 + (%H x PeAp)1.839181.774201.713221.657246.772.2261.603266.7701.554282.2266.771.507302.2260Ensayado por:0Proceso por:0Revision por:0

1.97428762412.06629480632.0456151292.0040469076

% HUMEDADDENSIDAD SECA gr/cm3

Linea de SaturacinValores mximosCurva de Densidad% HUMEDADDENSIDAD SECAGRAFICA DE LA CURVA

Curva ProctorLinea de SaturacinValores mximos% HUMEDADDENSIDAD SECAGRAFICA DE LA CURVA








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Linea de SaturacinValores MaximosCurva Proctor% HUMEDADDENSIDAD SECAGRAFICA DE LA CURVA

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GOBIERNO REGIONAL MOQUEGUAGERENCIA REGIONAL DE INFRAESTRUCTURASUB GERENCIA DE ESTUDIOSLABORATORIO DE MECANICA DE SUELOS Y CONCRETOSCarretera Toquepala KM 0+030 Telfono (053) 462414PROYECTO:0UBICACIN:DISTRITO DE SAMEGUA REGION MOQUEGUASOLICITA:SUB GERENCIA DE OBRASFECHA:FEBRERO DEL 2013MUESTRA:MATERIAL DE PRESTAMOMUESTRA:CANTERA ROCACBR in SITUASTM 6951 - 031TIPO DE MAZO:1Altura Inicial de Ensayo :1.10 mts2PESO DE MAZO:8.0 Kg.Penetracion Total :0.515ItemCantidad de GolpesPenetracion entre Lecturas mm.Penetracion Acumulada mm.Cantidad de Golpes AcumuladoPenetracion por Golpe mm.Factor de MazoIndice DCP mm./golpe500.00001000-1-LECTURAS POR TIPO DE SUELO:380.000025120120524124285.0000310952151510110Materiales Suaves1golpes205.00004108029525818Materiales Normales5golpes130.000055753703015115Materiales Resistentes10golpes70.000065604303512112Cuando Cambien los Materiales20.0000710504804551515.0000853551550717515Altura Total :1.615% Humedad :6.18Tipo de Suelo :GPInf.45.00480.00Int.47.86500.00Sup.50.00515.00VERTICALHORIZONTAL500.000.000.0047.86500.0047.86500.0047.86Altura Efectiva :1.6500.00% CBR :33.03Ensayado por:0Proceso por:0Revision por:0

Curva de PenetracionesValores mximosPENETRACIONN GOLPESGRAFICA DE LA CURVA

GOBIERNO REGIONAL MOQUEGUAGERENCIA REGIONAL DE INFRAESTRUCTURASUB GERENCIA DE ESTUDIOSLABORATORIO DE MECANICA DE SUELOS Y CONCRETOSCarretera Toquepala KM 0+030 Telfono (053) 462414PROYECTO:0UBICACIN:DISTRITO DE SAMEGUA REGION MOQUEGUASOLICITANTE:SUB GERENCIA DE OBRASFECHA:FEBRERO DEL 2013MUESTRA:MATERIAL DE PRESTAMOENSAYO DE PENETRACION LIGERA(DIN - 4094)CORRELACIONFactor de correlacin:0.55NivelN DPLN SPT0.0000.00.1052.80.2084.40.30105.5MAX DPL800.402312.7MAX SPT500.50147.70.602011.0DENSIDAD MINIMA0.702312.7%H.Hidros.1.93N GolpesDr0.802212.1Vol.Molde:3220.89de 0 a 4Muy suelta0.902312.7Peso. Molde:7076.00de 4 a 10suelta1.002513.8Peso c/mD.Secade 10 a 30Mediana1.102916.0120941.529de 30 a 50Densa1.203519.3121351.541Mayor de 50Muy densa1.304927.0121451.5441.405027.51.5381.505027.51.604927.0DENSIDADES SECA1.705128.11.805228.6D.Minima2.2261.5381.905329.2D.Natural1.7671.5821.8762.005329.2D.Maxima1.5382.2262.105429.72.20D.Relativa41.98727.332.302.40N DPL max:80.002.50N SPT max:44.002.602.702.802.903.003.103.203.303.403.500.000000003.600.000000003.700.000000003.800.000000003.90800.000000004.000.00000000Ensayado por:0Proceso por:0Revision por:00:0

CurvaturaN GolpesProfundidadGRAFICA DE SONDAJE

GOBIERNO REGIONAL MOQUEGUADENSIDAD RELATIVAGERENCIA REGIONAL DE INFRAESTRUCTURASUB GERENCIA DE ESTUDIOSVERTICAL SUPERIORVERTICAL INFERIORLABORATORIO DE MECANICA DE SUELOS Y CONCRETOSSPTDRSPT0.005.0010.0015.0020.0025.0030.0035.0040.0045.0050.0055.0060.00Carretera Toquepala KM 0+030 Telfono (053) 4624140.000.00DR0.0018.3335.0042.5050.0057.5065.0070.0075.0080.0085.0092.50100.004.0015.0010.0035.00INTERPOLACION30.0065.00Inferior10.0035.00CORRELACION DE LA COMPACIDAD RELATIVA - NGULO DE FRICCIN50.0085.00Intermedio11.5537.3360.00100.00Superior15.0042.50DESCRIPCIONDf (mts.)N SPT (correlacionado)COMPACIDAD RELATIVAANGULO DE FRICCINSondaje 10.507.7027.3329.10OBS: La estimacin del estado de compacidad relativa para suelos granulares se realiz de acuerdo al criterio deTerzaghi & Peck (1967), modificado por Skemton (1968). Angulo de friccin =25+0.15CrN GolpesCrEstado de compacidadde 0 a 4de 0 a 15Muy sueltade 4 a 10de 15 a 35sueltade 10 a 30de 35 a 65Medianamente densade 30 a 50de 65 a 85DensaMayor de 50de 85 a 100Muy densa

Dr = Dmax * (Dnat - Dmin) x 100 (Dmax - Dmin) * Dnatf = 25 + 15% Cr

GOBIERNO REGIONAL MOQUEGUAGERENCIA REGIONAL DE INFRAESTRUCTURASUB GERENCIA DE ESTUDIOSLABORATORIO DE MECANICA DE SUELOS Y CONCRETOSCarretera Toquepala KM 0+030 Telfono (053) 462414PROYECTO:0UBICACIN:DISTRITO DE SAMEGUA REGION MOQUEGUASOLICITA:SUB GERENCIA DE OBRASFECHA:FEBRERO DEL 2013MUESTRA:MATERIAL DE PRESTAMOCONTROL DE COMPACTACIN IN SITU(ASTM D-1556)(A) : Caractersticas de la compactacin(B) : Caractersticas del Equipo y materialescono IIDensidad mxima:2.1Densidad de la arena:1.331Humedad ptima:8.50Peso de arena en el embudo:1,427.0Gs grava:2.60Peso de Tara:184.00N Punto12345Material / EstructuraProfundidad hoyo15.0015.0015.0015.002.00Peso Frasco + Arena6985.006898.008359.008338.006424.00Peso Frasco + Arena Restante3556.003610.004994.004378.003671.00Peso Suelo Extraido + Tara2860.002985.003445.004498.002065.00Peso Grava + tara (excedente)428.00929.00413.00734.00387.00Humedad (Speedy)8.508.508.008.003.61Densidad Arena1.331.331.331.331.33Peso Arena Embudo1427.001427.001427.001427.001427.00Peso Tara184.00184.00184.00184.00184.00Densidad mxima (ASTM D-1557)2.1002.1002.1002.1002.100Humedad ptima8.508.508.508.508.50Peso esp. Grava2.6002.6002.6002.6002.600Peso Arena Usada2002.001861.001938.002533.001326.00Peso Suelo Extraido2676.002801.003261.004314.001881.00Peso grava (excedente)244.00745.00229.00550.00203.00Volumen de la Cavidad1504.131398.201456.051903.08996.24Densidad hmeda1.7241.8492.2162.2251.828Densidad seca1.5891.7052.0522.0601.764Grado de compactacin (%)75.6881.1797.7398.1183.99Ensayado por:0Proceso por:0Revision por:00:0

OBSERVACIONES:Realizado por el Laboratorista Alex Fernandez CruzOBSERVACIONES:Realizado por el Laboratorista Alex Fernandez Cruz

TABLA DE VALORES DE FIOLANOMBRE DE PERSONALIng M. H . H.Ing Oscar N. Mamani CuaylaB Ing Carla V. Cayetano MelgarejoB Ing Miguel Angel Flores RamosB Ing Miguel Alberto Mamani O.Tec Marcos Velarde CazaTec Gernimo Sairitupac CusiTec W. J. M.Tec Edgar E. Huarachi BarrientosTec S. Ch. A.Tec Sandro Ramos CuaylaTec Jafet E. Mamani MarcaTec Alex I. Fernandez Cruz1Tec E. C. C. V.4Tec William Flores VenturaF1Tec Luis CatacoraF2Tec Jaime Fonttis QuispeF3Tec Victor Vilca YupanquiR1Tec Jose Luis aqui FlorTec Martin Flores Jacinto167.46165.5993.81FIOLA N1FIOLA N4FIOLA NF1FIOLA NF2FIOLA NF3FIOLA NR1TPESOTPESOTPESOTPESOTPESOTPESO28.90344.56000030.00369.65000030.00665.2630.00663.3030.00342.6230.001431.5528.80344.56612929.90369.65777829.90665.26800029.90663.31400029.90342.62300029.901431.58900028.70344.57225829.80369.66555629.80665.27600029.80663.32800029.80342.62600029.801431.62800028.60344.57838729.70369.67333329.70665.28400029.70663.34200029.70342.62900029.701431.66700028.50344.58451629.60369.68111129.60665.29200029.60663.35600029.60342.63200029.601431.70600028.40344.59064529.50369.68888929.50665.30000029.50663.37000029.50342.63500029.501431.74500028.30344.59677429.40369.69666729.40665.30800029.40663.38400029.40342.63800029.401431.78400028.20344.60290329.30369.70444429.30665.31600029.30663.39800029.30342.64100029.301431.82300028.10344.60903229.20369.71222229.20665.32400029.20663.41200029.20342.64400029.201431.86200028.00344.61516129.10369.72000029.10665.33200029.10663.42600029.10342.64700029.101431.90100027.90344.62129029.00369.72818229.00665.3429.00663.4429.00342.6529.001431.94000027.80344.62741928.90369.73636428.90665.34900028.90663.44000028.90342.65000028.901431.95900027.70344.63354828.80369.74454528.80665.35800028.80663.44000028.80342.65000028.801431.97800027.60344.63967728.70369.75272728.70665.36700028.70663.44000028.70342.65000028.701431.99700027.50344.64580628.60369.76090928.60665.37600028.60663.44000028.60342.65000028.601432.01600027.40344.65193528.50369.76909128.50665.38500028.50663.44000028.50342.65000028.501432.03500027.30344.65806528.40369.77727328.40665.39400028.40663.44000028.40342.65000028.401432.05400027.20344.66419428.30369.78545528.30665.40300028.30663.44000028.30342.65000028.301432.07300027.10344.67032328.20369.79363628.20665.41200028.20663.44000028.20342.65000028.201432.09200027.00344.67645228.10369.80181828.10665.42100028.10663.44000028.10342.65000028.101432.11100026.90344.68258128.00369.81000028.00665.4328.00663.4428.00342.6528.001432.13000026.80344.68871027.90369.81571427.90665.43200027.90663.46000027.90342.65400027.901432.16800026.70344.69483927.80369.82142927.80665.43400027.80663.48000027.80342.65800027.801432.20600026.60344.70096827.70369.82714327.70665.43600027.70663.50000027.70342.66200027.701432.24400026.50344.70709727.60369.83285727.60665.43800027.60663.52000027.60342.66600027.601432.28200026.40344.71322627.50369.83857127.50665.44000027.50663.54000027.50342.67000027.501432.32000026.30344.71935527.40369.84428627.40665.44200027.40663.56000027.40342.67400027.401432.35800026.20344.72548427.30369.85000027.30665.44400027.30663.58000027.30342.67800027.301432.39600026.10344.73161327.20369.85571427.20665.44600027.20663.60000027.20342.68200027.201432.43400026.00344.73774227.10369.86142927.10665.44800027.10663.62000027.10342.68600027.101432.47200025.90344.74387127.00369.86714327.00665.4527.00663.6427.00342.6927.001432.51000025.80344.75000026.90369.87285726.90665.45100026.90663.64100026.90342.69400026.901432.53600025.70344.76000026.80369.87857126.80665.45200026.80663.64200026.80342.69800026.801432.56200025.60344.77000026.70369.88428626.70665.45300026.70663.64300026.70342.70200026.701432.58800025.50344.78000026.60369.89000026.60665.45400026.60663.64400026.60342.70600026.601432.61400025.40344.79000026.50369.89666726.50665.45500026.50663.64500026.50342.71000026.501432.64000025.30344.80000026.40369.90333326.40665.45600026.40663.64600026.40342.71400026.401432.66600025.20344.81000026.30369.91000026.30665.45700026.30663.64700026.30342.71800026.301432.69200025.10344.82000026.20369.91666726.20665.45800026.20663.64800026.20342.72200026.201432.71800025.00344.83000026.10369.92333326.10665.45900026.10663.64900026.10342.72600026.101432.74400024.90344.84000026.00369.93000026.00665.4626.00663.6526.00342.7326.001432.77000024.80344.85000025.90369.93666725.90665.47100025.90663.65300025.90342.73500025.901432.79200024.70344.85750025.80369.94333325.80665.48200025.80663.65600025.80342.74000025.801432.81400024.60344.86500025.70369.95000025.70665.49300025.70663.65900025.70342.74500025.701432.83600024.50344.87250025.60369.95666725.60665.50400025.60663.66200025.60342.75000025.601432.85800024.40344.88000025.50369.96333325.50665.51500025.50663.66500025.50342.75500025.501432.88000024.30344.88750025.40369.97000025.40665.52600025.40663.66800025.40342.76000025.401432.90200024.20344.89500025.30369.97666725.30665.53700025.30663.67100025.30342.76500025.301432.92400024.10344.90250025.20369.98333325.20665.54800025.20663.67400025.20342.77000025.201432.94600024.00344.91000025.10369.99000025.10665.55900025.10663.67700025.10342.77500025.101432.96800023.90344.91750025.00369.99666725.00665.5725.00663.6825.00342.7825.001432.99000023.80344.92500024.90370.00333324.90665.57200024.90663.69000024.90342.78700024.901433.02000023.70344.93250024.80370.01000024.80665.57400024.80663.70000024.80342.79400024.801433.05000023.60344.94000024.70370.01666724.70665.57600024.70663.71000024.70342.80100024.701433.08000023.50344.94750024.60370.02333324.60665.57800024.60663.72000024.60342.80800024.601433.11000023.40344.95500024.50370.03000024.50665.58000024.50663.73000024.50342.81500024.501433.14000023.30344.96250024.40370.03533324.40665.58200024.40663.74000024.40342.82200024.401433.17000023.20344.97000024.30370.04066724.30665.58400024.30663.75000024.30342.82900024.301433.20000023.10344.97523824.20370.04600024.20665.58600024.20663.76000024.20342.83600024.201433.23000023.00344.98047624.10370.05133324.10665.58800024.10663.77000024.10342.84300024.101433.26000022.90344.98571424.00370.05666724.00665.5924.00663.7824.00342.8524.001433.29000022.80344.99095223.90370.06200023.90665.60500023.90663.78200023.90342.85300023.901433.32500022.70344.99619023.80370.06733323.80665.62000023.80663.78400023.80342.85600023.801433.36000022.60345.00142923.70370.07266723.70665.63500023.70663.78600023.70342.85900023.701433.39500022.50345.00666723.60370.07800023.60665.65000023.60663.78800023.60342.86200023.601433.43000022.40345.01190523.50370.08333323.50665.66500023.50663.79000023.50342.86500023.501433.46500022.30345.01714323.40370.08866723.40665.68000023.40663.79200023.40342.86800023.401433.50000022.20345.02238123.30370.09400023.30665.69500023.30663.79400023.30342.87100023.301433.53500022.10345.02761923.20370.09933323.20665.71000023.20663.79600023.20342.87400023.201433.57000022.00345.03285723.10370.10466723.10665.72500023.10663.79800023.10342.87700023.101433.60500021.90345.03809523.00370.11000023.00665.7423.00663.8023.00342.8823.001433.64000021.80345.04333322.90370.11500022.90665.75400022.90663.80400022.90342.88500022.901433.66200021.70345.04857122.80370.12000022.80665.76800022.80663.80800022.80342.89000022.801433.68400021.60345.05381022.70370.12500022.70665.78200022.70663.81200022.70342.89500022.701433.70600021.50345.05904822.60370.13000022.60665.79600022.60663.81600022.60342.90000022.601433.72800021.40345.06428622.50370.13500022.50665.81000022.50663.82000022.50342.90500022.501433.75000021.30345.06952422.40370.14000022.40665.82400022.40663.82400022.40342.91000022.401433.77200021.20345.07476222.30370.14500022.30665.83800022.30663.82800022.30342.91500022.301433.79400021.10345.08000022.20370.15000022.20665.85200022.20663.83200022.20342.92000022.201433.81600021.00345.08400022.10370.15500022.10665.86600022.10663.83600022.10342.92500022.101433.83800020.90345.08800022.00370.16000022.00665.8822.00663.8422.00342.9322.001433.86000020.80345.09200021.90370.16666721.90665.9621.90663.86000021.90-21.901433.87400020.70345.09600021.80370.17333321.80-21.80663.8821.80-21.801433.88800020.60345.10000021.70370.18000021.701433.90200020.50345.10400021.60370.18666721.601433.91600020.40345.10800021.50370.19333321.501433.93000020.30345.11200021.40370.20000021.401433.94400020.20345.11600021.30370.20666721.301433.95800020.10345.12000021.20370.21333321.201433.97200020.00345.12400021.10370.22000021.101433.98600019.90345.12800021.00370.22666721.001434.00000019.80345.13200020.90370.23333320.901434.00000019.70345.13600020.80370.24000020.801434.04000019.60345.14000020.70370.24200020.701434.04000019.50345.14400020.60370.24400020.601434.08000019.40345.14800020.50370.24600020.501434.06000019.30345.15200020.40370.24800020.401434.00000019.20345.15600020.30370.25000020.301434.08000019.10345.16000020.20370.25200020.201434.07000019.00345.16400020.10370.25400020.101434.21000018.90345.16800020.00370.25600020.001434.16000018.80345.17200019.90370.25800019.901434.15000018.70345.17600019.80370.26000019.801434.21000018.60345.18000019.70370.26200019.701434.17000018.50345.18400019.60370.26400019.601434.23000018.40345.18800019.50370.26600019.501434.33000018.30345.19200019.40370.26800019.401434.37000018.20345.19600019.30370.27000019.301434.35000018.10345.20000019.20370.27200019.201434.29000018.00345.20400019.10370.27400019.101434.43000017.90345.20800019.00370.27600019.001434.57000017.80345.21200018.90370.27800018.901434.34000017.70345.21600018.80370.28000018.801434.36000017.60345.22000018.70370.28055618.701434.34500017.50345.22400018.60370.28111118.601434.33000017.40345.22800018.50370.28166718.501434.41000017.30345.23200018.40370.28222217.20345.23600018.30370.28277817.10345.25000018.20370.28333317.00345.26500018.10370.28388916.90345.28000018.00370.28444416.80345.28666717.90370.28500016.70345.29333317.80370.28555616.60345.30000017.70370.28611116.50345.30727317.60370.28666716.40345.31454517.50370.28722216.30345.32181817.40370.28777816.20345.32909117.30370.28833316.10345.33636417.20370.28888916.00345.34363617.10370.28944415.90345.35090917.00370.29000015.80345.35818216.90370.29150015.70345.36545516.80370.29300015.60345.37272716.70370.29450015.50345.38000016.60370.29600016.50370.29750016.40370.29900016.30370.30050016.20370.30200016.10370.30350016.00370.30500015.90370.30650015.80370.30800015.70370.30950015.60370.31100015.50370.31250015.40370.31400015.30370.31550015.20370.31700015.10370.31850015.00370.320000

344.56344.56344.56344.56344.5661290323344.5661290323344.5661290323344.5661290323344.5722580645344.5722580645344.5722580645344.5722580645344.5783870968344.5783870968344.5783870968344.5783870968344.584516129344.584516129344.584516129344.584516129344.5906451613344.5906451613344.5906451613344.5906451613344.5967741935344.5967741935344.5967741935344.5967741935344.6029032258344.6029032258344.6029032258344.6029032258344.6090322581344.6090322581344.6090322581344.6090322581344.6151612903344.6151612903344.6151612903344.6151612903344.6212903226344.6212903226344.6212903226344.6212903226344.6274193548344.6274193548344.6274193548344.6274193548344.6335483871344.6335483871344.6335483871344.6335483871344.6396774194344.6396774194344.6396774194344.6396774194344.6458064516344.6458064516344.6458064516344.6458064516344.6519354839344.6519354839344.6519354839344.6519354839344.6580645161344.6580645161344.6580645161344.6580645161344.6641935484344.6641935484344.6641935484344.6641935484344.6703225806344.6703225806344.6703225806344.6703225806344.6764516129344.6764516129344.6764516129344.6764516129344.6825806452344.6825806452344.6825806452344.6825806452344.6887096774344.6887096774344.6887096774344.6887096774344.6948387097344.6948387097344.6948387097344.6948387097344.7009677419344.7009677419344.7009677419344.7009677419344.7070967742344.7070967742344.7070967742344.7070967742344.7132258065344.7132258065344.7132258065344.7132258065344.7193548387344.7193548387344.7193548387344.7193548387344.725483871344.725483871344.725483871344.725483871344.7316129032344.7316129032344.7316129032344.7316129032344.7377419355344.7377419355344.7377419355344.7377419355344.7438709677344.7438709677344.7438709677344.7438709677344.75344.75344.75344.75344.76344.76344.76344.76344.77344.77344.77344.77344.78344.78344.78344.78344.79344.79344.79344.79344.8344.8344.8344.8344.81344.81344.81344.81344.82344.82344.82344.82344.83344.83344.83344.83344.84344.84344.84344.84344.85344.85344.85344.85344.8575344.8575344.8575344.8575344.865344.865344.865344.865344.8725344.8725344.8725344.8725344.88344.88344.88344.88344.8875344.8875344.8875344.8875344.895344.895344.895344.895344.9025344.9025344.9025344.9025344.91344.91344.91344.91344.9175344.9175344.9175344.9175344.925344.925344.925344.925344.9325344.9325344.9325344.9325344.94344.94344.94344.94344.9475344.9475344.9475344.9475344.955344.955344.955344.955344.9625344.9625344.9625344.9625344.97344.97344.97344.97344.9752380952344.9752380952344.9752380952344.9752380952344.9804761905344.9804761905344.9804761905344.9804761905344.9857142857344.9857142857344.9857142857344.9857142857344.990952381344.990952381344.990952381344.990952381344.9961904762344.9961904762344.9961904762344.9961904762345.0014285714345.0014285714345.0014285714345.0014285714345.0066666667345.0066666667345.0066666667345.0066666667345.0119047619345.0119047619345.0119047619345.0119047619345.0171428571345.0171428571345.0171428571345.0171428571345.0223809524345.0223809524345.0223809524345.0223809524345.0276190476345.0276190476345.0276190476345.0276190476345.0328571429345.0328571429345.0328571429345.0328571429345.0380952381345.0380952381345.0380952381345.0380952381345.0433333333345.0433333333345.0433333333345.0433333333345.0485714286345.0485714286345.0485714286345.0485714286345.0538095238345.0538095238345.0538095238345.0538095238345.059047619345.059047619345.059047619345.059047619345.0642857143345.0642857143345.0642857143345.0642857143345.0695238095345.0695238095345.0695238095345.0695238095345.0747619048345.0747619048345.0747619048345.0747619048345.08345.08345.08345.08345.084345.084345.084345.084345.088345.088345.088345.088345.092345.092345.092345.092345.096345.096345.096345.096345.1345.1345.1345.1345.104345.104345.104345.104345.108345.108345.108345.108345.112345.112345.112345.112345.116345.116345.116345.116345.12345.12345.12345.12345.124345.124345.124345.124345.128345.128345.128345.128345.132345.132345.132345.132345.136345.136345.136345.136345.14345.14345.14345.14345.144345.144345.144345.144345.148345.148345.148345.148345.152345.152345.152345.152345.156345.156345.156345.156345.16345.16345.16345.16345.164345.164345.164345.164345.168345.168345.168345.168345.172345.172345.172345.172345.176345.176345.176345.176345.18345.18345.18345.18345.184345.184345.184345.184345.188345.188345.188345.188345.192345.192345.192345.192345.196345.196345.196345.196345.2345.2345.2345.2345.204345.204345.204345.204345.208345.208345.208345.208345.212345.212345.212345.212345.216345.216345.216345.216345.22345.22345.22345.22345.224345.224345.224345.224345.228345.228345.228345.228345.232345.232345.232345.232345.236345.236345.236345.236345.25345.25345.25345.25345.265345.265345.265345.265345.28345.28345.28345.28345.2866666667345.2866666667345.2866666667345.2866666667345.2933333333345.2933333333345.2933333333345.2933333333345.3345.3345.3345.3345.3072727273345.3072727273345.3072727273345.3072727273345.3145454545345.3145454545345.3145454545345.3145454545345.3218181818345.3218181818345.3218181818345.3218181818345.32909090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Fiola 1Fiola 1Fiola 1Fiola 1Temperatura (C)Peso Matraz + Agua (g)CALIBRACION DE FIOLA N 1

369.65369.6577777778369.6655555556369.6733333333369.6811111111369.6888888889369.6966666667369.7044444444369.7122222222369.72369.7281818182369.7363636364369.7445454545369.7527272727369.7609090909369.7690909091369.7772727273369.7854545455369.7936363636369.8018181818369.81369.8157142857369.8214285714369.8271428571369.8328571429369.8385714286369.8442857143369.85369.8557142857369.8614285714369.8671428571369.8728571429369.8785714286369.8842857143369.89369.8966666667369.9033333333369.91369.9166666667369.9233333333369.93369.9366666667369.9433333333369.95369.9566666667369.9633333333369.97369.9766666667369.9833333333369.99369.9966666667370.0033333333370.01370.0166666667370.0233333333370.03370.0353333333370.0406666667370.046370.0513333333370.0566666667370.062370.0673333333370.0726666667370.078370.0833333333370.0886666667370.094370.0993333333370.1046666667370.11370.115370.12370.125370.13370.135370.14370.145370.15370.155370.16370.1666666667370.1733333333370.18370.1866666667370.1933333333370.2370.2066666667370.2133333333370.22370.2266666667370.2333333333370.24370.242370.244370.246370.248370.25370.252370.254370.256370.258370.26370.262370.264370.266370.268370.27370.272370.274370.276370.278370.28370.2805555556370.2811111111370.2816666667370.2822222222370.2827777778370.2833333333370.2838888889370.2844444444370.285370.2855555556370.2861111111370.2866666667370.2872222222370.2877777778370.2883333333370.2888888889370.2894444444370.29370.2915370.293370.2945370.296370.2975370.299370.3005370.302370.3035370.305370.3065370.308370.3095370.311370.3125370.314370.3155370.317370.3185370.32

Fiola 4Temperatura (C)Peso Matraz + Agua (g)CALIBRACION DE FIOLA N 4

665.26665.268665.276665.284665.292665.3665.308665.316665.324665.332665.34665.349665.358665.367665.376665.385665.394665.403665.412665.421665.43665.432665.434665.436665.438665.44665.442665.444665.446665.448665.45665.451665.452665.453665.454665.455665.456665.457665.458665.459665.46665.471665.482665.493665.504665.515665.526665.537665.548665.559665.57665.572665.574665.576665.578665.58665.582665.584665.586665.588665.59665.605665.62665.635665.65665.665665.68665.695665.71665.725665.74665.754665.768665.782665.796665.81665.824665.838665.852665.866665.88665.96

Fiola F-1Temperatura (C)Peso Matraz + Agua (g)CALIBRACION DE FIOLA F-1

663.3663.314663.328663.342663.356663.37663.384663.398663.412663.426663.44663.44663.44663.44663.44663.44663.44663.44663.44663.44663.44663.46663.48663.5663.52663.54663.56663.58663.6663.62663.64663.641663.642663.643663.644663.645663.646663.647663.648663.649663.65663.653663.656663.659663.662663.665663.668663.671663.674663.677663.68663.69663.7663.71663.72663.73663.74663.75663.76663.77663.78663.782663.784663.786663.788663.79663.792663.794663.796663.798663.8663.804663.808663.812663.816663.82663.824663.828663.832663.836663.84663.86663.88


342.62342.62342.623342.623342.626342.626342.629342.629342.632342.632342.635342.635342.638342.638342.641342.641342.644342.644342.647342.647342.65342.65342.65342.65342.65342.65342.65342.65342.65342.65342.65342.65342.65342.65342.65342.65342.65342.65342.65342.65342.65342.65342.654342.654342.658342.658342.662342.662342.666342.666342.67342.67342.674342.674342.678342.678342.682342.682342.686342.686342.69342.69342.694342.694342.698342.698342.702342.702342.706342.706342.71342.71342.714342.714342.718342.718342.722342.722342.726342.726342.73342.73342.735342.735342.74342.74342.745342.745342.75342.75342.755342.755342.76342.76342.765342.765342.77342.77342.775342.775342.78342.78342.787342.787342.794342.794342.801342.801342.808342.808342.815342.815342.822342.822342.829342.829342.836342.836342.843342.843342.85342.85342.853342.853342.856342.856342.859342.859342.862342.862342.865342.865342.868342.868342.871342.871342.874342.874342.877342.877342.88342.88342.885342.885342.89342.89342.895342.895342.9342.9342.905342.905342.91342.91342.915342.915342.92342.92342.925342.925342.93342.93


1431.551431.5891431.6281431.6671431.7061431.7451431.7841431.8231431.8621431.9011431.941431.9591431.9781431.9971432.0161432.0351432.0541432.0731432.0921432.1111432.131432.1681432.2061432.2441432.2821432.321432.3581432.3961432.4341432.4721432.511432.5361432.5621432.5881432.6141432.641432.6661432.6921432.7181432.7441432.771432.7921432.8141432.8361432.8581432.881432.9021432.9241432.9461432.9681432.991433.021433.051433.081433.111433.141433.171433.21433.231433.261433.291433.3251433.361433.3951433.431433.4651433.51433.5351433.571433.6051433.641433.6621433.6841433.7061433.7281433.751433.7721433.7941433.8161433.8381433.861433.8741433.8881433.9021433.9161433.931433.9441433.9581433.9721433.986143414341434.041434.041434.081434.0614341434.081434.071434.211434.161434.151434.211434.171434.231434.331434.371434.351434.291434.431434.571434.341434.361434.3451434.331434.41

Fiola S-1Temperatura (C)Peso Matraz + Agua (g)CALIBRACION DE FIOLA S1

CLCULOSMalla N:% Retenido3/4"2.681/2"4.193/8"3.33N410.0120.21% de material retenido para adicionar a la muestra% Retenido malla N 3/4" - 420.21%% humedad6.18%Densidad Natural Corregida Seca1.486Peso de muestra pasante malla N 4 (gr.)1000gr.Peso de muestra retenido malla N 40 (gr.)202.10gr.Peso de muestra total para trabajar (gr.)1202.10gr.Cantidad de Agua a adicionar (ml.)74.26ml.MUESTRA NECESARIADescripcion:Correcin de la densidad seca1.486Caractersticas de la muestraHumedad6.18Dimetro5.00Peso Recipiente + muestra196.57Altura2.17Peso Recipiente129.360Peso del molde129.36Volumen42.608Area19.63Peso del especimen67.205Volumen42.608Densidad Humeda1.577Especificar (L D)DMuestra circularDensidad Seca1.486Porcentaje de desviacin0.00

GOBIERNO REGIONAL MOQUEGUAGERENCIA REGIONAL DE INFRAESTRUCTURASUB GERENCIA DE ESTUDIOSLABORATORIO DE MECANICA DE SUELOS Y CONCRETOSCarretera Toquepala KM 0+030 Telfono (053) 762414PROYECTO:CUARTEL MARISCAL NIETOC-2/E2UBICACIN:Moquegua - Mariscal Nieto - MoqueguaSOLICITANTE:SGEFECHA:FEBREROCORTE DIRECTO RESIDUALPrueba N:01kNmmmmItemTiempoDimetroAlturaAreaF NormalF CorteEsf. Norm.Esf. Cort.F CorteDVDH010.005.002.1719.6311.20.000.5710.0000.0000.0000.000101.970260.005.002.1719.6311.20.600.5710.0310.6000.0050.25003120.005.002.1719.6311.21.400.5710.0711.4000.0080.50004180.005.002.1719.6311.22.000.5710.1022.0000.0120.75005240.005.002.1719.6311.22.400.5710.1222.4000.0151.00006300.005.002.1719.6311.22.800.5710.1432.8000.0181.25007360.005.002.1719.6311.23.000.5710.1533.0000.0241.50008420.005.002.1719.6311.23.200.5710.1633.2000.0361.75009480.005.002.1719.6311.23.600.5710.1833.6000.0472.00010540.005.002.1719.6311.23.800.5710.1943.8000.0582.25011600.005.002.1719.6311.24.200.5710.2144.2000.0642.50012660.005.002.1719.6311.24.400.5710.2244.4000.0762.75013720.005.002.1719.6311.24.600.5710.2344.6000.0823.00014780.005.002.1719.6311.24.800.5710.2444.8000.1023.25015840.005.002.1719.6311.25.000.5710.2555.0000.1153.50016900.005.002.1719.6311.25.000.5710.2555.0000.1263.75017960.005.002.1719.6311.25.200.5710.2655.2000.1344.000181020.005.002.1719.6311.25.200.5710.2655.2000.1474.250191080.005.002.1719.6311.25.400.5710.2755.4000.1564.500201140.005.002.1719.6311.25.600.5710.2855.6000.1664.750211200.005.002.1719.6311.25.800.5710.2955.8000.1785.000221260.005.002.1719.6311.26.000.5710.3066.0000.1945.250231320.005.002.1719.6311.26.000.5710.3066.0000.2055.500241380.005.002.1719.6311.26.200.5710.3166.2000.2145.750251440.005.002.1719.6311.26.400.5710.3266.4000.2266.000261500.005.002.1719.6311.26.300.5710.3216.3000.2356.250271560.005.002.1719.6311.25.900.5710.3005.9000.2476.500281620.005.002.1719.6311.25.500.5710.2805.5000.2586.750291680.005.002.1719.6311.25.200.5710.2655.2000.2967.000301740.005.002.1719.6311.25.000.5710.2555.0000.3017.250311800.005.002.1719.6311.24.800.5710.2444.8000.3117.500321860.005.002.1719.6311.24.700.5710.2394.7000.3247.750331920.005.002.1719.6311.24.500.5710.2294.5000.3358.000341980.005.002.1719.6311.20.000.5710.0000.000352040.005.002.1719.6311.20.000.5710.0000.000362100.005.002.1719.6311.20.000.5710.0000.000372160.005.002.1719.6311.20.000.5710.0000.000382220.005.002.1719.6311.20.000.5710.0000.000392280.005.002.1719.6311.20.000.5710.0000.000402340.005.002.1719.6311.20.000.5710.0000.000412400.005.002.1719.6311.20.000.5710.0000.000422460.005.002.1719.6311.20.000.5710.0000.000432520.005.002.1719.6311.20.000.5710.0000.000442580.005.002.1719.6311.20.000.5710.0000.000452640.005.002.1719.6311.20.000.5710.0000.000462700.005.002.1719.6311.20.000.5710.0000.000472760.005.002.1719.6311.20.000.5710.0000.000482820.005.002.1719.6311.20.000.5710.0000.000492880.005.002.1719.6311.20.000.5710.0000.000502940.005.002.1719.6311.20.000.5710.0000.000513000.005.002.1719.6311.20.000.5710.0000.000523060.005.002.1719.6311.20.000.5710.0000.000533120.005.002.1719.6311.20.000.5710.0000.0000.000543180.005.002.1719.6311.20.000.5710.0000.0000.000553240.005.002.1719.6311.20.000.5710.0000.0000.000563300.005.002.1719.6311.20.000.5710.0000.0000.000573360.005.002.1719.6311.20.000.5710.0000.0000.229583420.005.002.1719.6311.20.000.5710.0000.0000.000593480.005.002.1719.6311.20.000.5710.0000.0000.000603540.005.002.1719.6311.20.000.5710.0000.0000.0000.5710.229Prueba N:02kNmmmmItemTiempoDimetroAlturaAreaF NormalF CorteEsf. Norm.Esf. Cort.F CorteDVDH010.005.002.1719.6323.60.001.2000.0000.0000.0230.0000260.005.002.1719.6323.61.601.2000.0811.6000.0410.25003120.005.002.1719.6323.62.801.2000.1432.8000.0650.50004180.005.002.1719.6323.63.801.2000.1943.8000.0780.75005240.005.002.1719.6323.64.801.2000.2444.8000.0841.00006300.005.002.1719.6323.65.601.2000.2855.6000.1041.25007360.005.002.1719.6323.66.401.2000.3266.4000.1251.50008420.005.002.1719.6323.67.801.2000.3977.8000.1471.75009480.005.002.1719.6323.68.601.2000.4388.6000.1582.00010540.005.002.1719.6323.69.401.2000.4799.4000.1792.25011600.005.002.1719.6323.69.801.2000.4999.8000.1942.50012660.005.002.1719.6323.610.001.2000.50910.0000.2102.75013720.005.002.1719.6323.610.001.2000.50910.0000.2233.00014780.005.002.1719.6323.610.001.2000.50910.0000.2543.25015840.005.002.1719.6323.610.001.2000.50910.0000.2653.50016900.005.002.1719.6323.610.001.2000.50910.0000.2783.75017960.005.002.1719.6323.610.001.2000.50910.0000.2924.000181020.005.002.1719.6323.610.001.2000.50910.0000.3014.250191080.005.002.1719.6323.610.201.2000.51910.2000.3254.500201140.005.002.1719.6323.610.201.2000.51910.2000.3464.750211200.005.002.1719.6323.610.201.2000.51910.2000.3585.000221260.005.002.1719.6323.610.201.2000.51910.2000.3745.250231320.005.002.1719.6323.610.201.2000.51910.2000.3895.500241380.005.002.1719.6323.610.201.2000.51910.2000.4005.750251440.005.002.1719.6323.610.201.2000.51910.2000.4056.000261500.005.002.1719.6323.610.201.2000.51910.2000.4266.250271560.005.002.1719.6323.610.001.2000.50910.0000.4476.500281620.005.002.1719.6323.69.801.2000.4999.8000.4696.750291680.005.002.1719.6323.69.801.2000.4999.8000.4877.000301740.005.002.1719.6323.69.801.2000.4999.8000.4957.250311800.005.002.1719.6323.69.801.2000.4999.8000.5027.500321860.005.002.1719.6323.69.801.2000.4999.8000.5167.750331920.005.002.1719.6323.69.801.2000.4999.8000.5348.000341980.005.002.1719.6323.69.801.2000.4999.8000.5488.250352040.005.002.1719.6323.60.001.2000.0000.000362100.005.002.1719.6323.60.001.2000.0000.000372160.005.002.1719.6323.60.001.2000.0000.000382220.005.002.1719.6323.60.001.2000.0000.000392280.005.002.1719.6323.60.001.2000.0000.000402340.005.002.1719.6323.60.001.2000.0000.000412400.005.002.1719.6323.60.001.2000.0000.000422460.005.002.1719.6323.60.001.2000.0000.000432520.005.002.1719.6323.60.001.2000.0000.000442580.005.002.1719.6323.60.001.2000.0000.000452640.005.002.1719.6323.60.001.2000.0000.000462700.005.002.1719.6323.60.001.2000.0000.000472760.005.002.1719.6323.60.001.2000.0000.000482820.005.002.1719.6323.60.001.2000.0000.000492880.005.002.1719.6323.60.001.2000.0000.000502940.005.002.1719.6323.60.001.2000.0000.000513000.005.002.1719.6323.60.001.2000.0000.000523060.005.002.1719.6323.60.001.2000.0000.000533120.005.002.1719.6323.60.001.2000.0000.0000.000543180.005.002.1719.6323.60.001.2000.0000.0000.000553240.005.002.1719.6323.60.001.2000.0000.0000.000563300.005.002.1719.6323.60.001.2000.0000.0000.000573360.005.002.1719.6323.60.001.2000.0000.0000.499583420.005.002.1719.6323.60.001.2000.0000.0000.000593480.005.002.1719.6323.60.001.2000.0000.0000.000603540.005.002.1719.6323.60.001.2000.0000.0000.0001.2000.499Prueba N:03kNmmmmItemTiempoDimetroAlturaAreaF NormalF CorteEsf. Norm.Esf. Cort.F CorteDVDH010.005.002.1719.6348.30.002.4580.0000.0000.0000.0000260.005.002.1719.6348.31.802.4580.0921.8000.1200.25003120.005.002.1719.6348.33.402.4580.1733.4000.1740.50004180.005.002.1719.6348.35.402.4580.2755.4000.2320.75005240.005.002.1719.6348.38.002.4580.4078.0000.2881.00006300.005.002.1719.6348.310.002.4580.50910.0000.3201.25007360.005.002.1719.6348.311.802.4580.60111.8000.3501.50008420.005.002.1719.6348.313.402.4580.68213.4000.3841.75009480.005.002.1719.6348.315.002.4580.76415.0000.4142.00010540.005.002.1719.6348.316.202.4580.82516.2000.4362.25011600.005.002.1719.6348.317.202.4580.87617.2000.4582.50012660.005.002.1719.6348.318.202.4580.92718.2000.4842.75013720.005.002.1719.6348.319.202.4580.97819.2000.5083.00014780.005.002.1719.6348.320.002.4581.01920.0000.5323.25015840.005.002.1719.6348.320.602.4581.04920.6000.5543.50016900.005.002.1719.6348.321.402.4581.09021.4000.5683.75017960.005.002.1719.6348.322.002.4581.12022.0000.5844.000181020.005.002.1719.6348.322.402.4581.14122.4000.5944.250191080.005.002.1719.6348.322.802.4581.16122.8000.6064.500201140.005.002.1719.6348.323.002.4581.17123.0000.6224.750211200.005.002.1719.6348.323.402.4581.19223.4000.6325.000221260.005.002.1719.6348.323.602.4581.20223.6000.6345.250231320.005.002.1719.6348.323.602.4581.20223.6000.6425.500241380.005.002.1719.6348.323.402.4581.19223.4000.6525.750251440.005.002.1719.6348.323.402.4581.19223.4000.6566.000261500.005.002.1719.6348.323.202.4581.18223.2000.6646.250271560.005.002.1719.6348.322.902.4581.16622.9000.6766.500281620.005.002.1719.6348.322.602.4581.15122.6000.6826.750291680.005.002.1719.6348.322.302.4581.13622.3000.6907.000301740.005.002.1719.6348.322.002.4581.12022.0000.6967.250311800.005.002.1719.6348.321.802.4581.11021.8000.7047.500321860.005.002.1719.6348.30.002.4580.0000.000331920.005.002.1719.6348.30.002.4580.0000.000341980.005.002.1719.6348.30.002.4580.0000.000352040.005.002.1719.6348.30.002.4580.0000.000362100.005.002.1719.6348.30.002.4580.0000.000372160.005.002.1719.6348.30.002.4580.0000.000382220.005.002.1719.6348.30.002.4580.0000.000392280.005.002.1719.6348.30.002.4580.0000.000402340.005.002.1719.6348.30.002.4580.0000.000412400.005.002.1719.6348.30.002.4580.0000.000422460.005.002.1719.6348.30.002.4580.0000.000432520.005.002.1719.6348.30.002.4580.0000.000442580.005.002.1719.6348.30.002.4580.0000.000452640.005.002.1719.6348.30.002.4580.0000.000462700.005.002.1719.6348.30.002.4580.0000.000472760.005.002.1719.6348.30.002.4580.0000.000482820.005.002.1719.6348.30.002.4580.0000.000492880.005.002.1719.6348.30.002.4580.0000.000502940.005.002.1719.6348.30.002.4580.0000.000513000.005.002.1719.6348.30.002.4580.0000.000523060.005.002.1719.6348.30.002.4580.0000.000533120.005.002.1719.6348.30.002.4580.0000.0000.000543180.005.002.1719.6348.30.002.4580.0000.0000.000553240.005.002.1719.6348.30.002.4580.0000.0000.000563300.005.002.1719.6348.30.002.4580.0000.0001.110573360.005.002.1719.6348.30.002.4580.0000.0000.000583420.005.002.1719.6348.30.002.4580.0000.0000.000593480.005.002.1719.6348.30.002.4580.0000.0000.000603540.005.002.1719.6348.30.002.4580.0000.0000.0002.4581.110Prueba N:04kNmmmmItemTiempoDimetroAlturaAreaF NormalF CorteEsf. Norm.Esf. Cort.F CorteDVDH010.005.002.1719.6391.50.004.6580.0000.00.0000.0000230.005.002.1719.6391.50.404.6580.0200.40.0240.2500360.005.002.1719.6391.53.204.6580.1633.20.0440.5000490.005.002.1719.6391.54.604.6580.2344.60.0680.75005120.005.002.1719.6391.55.604.6580.2855.60.0781.00006150.005.002.1719.6391.56.804.6580.3466.80.0951.25007180.005.002.1719.6391.57.804.6580.3977.80.1051.50008210.005.002.1719.6391.59.004.6580.4589.00.1201.75009240.005.002.1719.6391.510.004.6580.50910.00.1302.00010270.005.002.1719.6391.511.004.6580.56011.00.1512.25011300.005.002.1719.6391.512.004.6580.61112.00.1602.50012330.005.002.1719.6391.513.004.6580.66213.00.1802.75013360.005.002.1719.6391.513.604.6580.69313.60.1923.00014390.005.002.1719.6391.514.204.6580.72314.20.2053.25015420.005.002.1719.6391.514.604.6580.74414.60.2203.50016450.005.002.1719.6391.515.204.6580.77415.20.2253.75017480.005.002.1719.6391.515.744.6580.80215.70.2284.00018510.005.002.1719.6391.516.284.6580.82916.30.2304.25019540.005.002.1719.6391.516.824.6580.85716.80.2304.50020570.005.002.1719.6391.517.364.6580.88417.40.2324.75021600.005.002.1719.6391.517.904.6580.91217.90.2355.00022630.005.002.1719.6391.518.444.6580.93918.40.2305.25023660.005.002.1719.6391.518.984.6580.96719.00.2255.50024690.005.002.1719.6391.519.524.6580.99419.50.2205.75025720.005.002.1719.6391.520.064.6581.02220.10.2156.00026750.005.002.1719.6391.520.604.6581.04920.60.2126.25027780.005.002.1719.6391.521.144.6581.07721.10.2156.50028810.005.002.1719.6391.521.684.6581.10421.70.2186.75029840.005.002.1719.6391.522.224.6581.13222.20.2207.00030870.005.002.1719.6391.522.764.6581.15922.80.2257.25031900.005.002.1719.6391.523.304.6581.18723.30.2277.50032930.005.002.1719.6391.523.844.6581.21423.80.2307.75033960.005.002.1719.6391.524.384.6581.24224.40.2308.00034990.005.002.1719.6391.524.924.6581.26924.90.2328.250351020.005.002.1719.6391.525.464.6581.29725.50.2348.500361050.005.002.1719.6391.526.004.6581.32426.00.2378.750371080.005.002.1719.6391.526.544.6581.35226.50.2399.000381110.005.002.1719.6391.527.084.6581.37927.10.2429.250391140.005.002.1719.6391.527.624.6581.40727.60.2449.500401170.005.002.1719.6391.528.164.6581.43428.20.2479.750411200.005.002.1719.6391.528.704.6581.46228.70.24910.000421230.005.002.1719.6391.529.244.6581.48929.20.25210.250431260.005.002.1719.6391.529.784.6581.51729.80.25410.500441290.005.002.1719.6391.530.324.6581.54430.30.25710.750451320.005.002.1719.6391.530.864.6581.57230.90.25911.000461350.005.002.1719.6391.531.404.6581.59931.40.26211.250471380.005.002.1719.6391.531.944.6581.62731.90.26411.500481410.005.002.1719.6391.532.484.6581.65432.50.26711.750491440.005.002.1719.6391.533.024.6581.68233.00.26912.000501470.005.002.1719.6391.533.564.6581.70933.60.27212.250511500.005.002.1719.6391.534.104.6581.73734.10.27412.500521530.005.002.1719.6391.534.644.6581.76434.60.27712.750531560.005.002.1719.6391.535.184.6581.79235.20.27913.0000.000541590.005.002.1719.6391.535.724.6581.81935.70.28213.2500.000551620.005.002.1719.6391.536.264.6581.84736.30.28413.5000.000561650.005.002.1719.6391.536.804.6581.87436.80.28713.7500.000571680.005.002.1719.6391.537.344.6581.90237.30.28914.0000.000581710.005.002.1719.6391.537.884.6581.92937.90.29214.2500.000591740.005.002.1719.6391.538.424.6581.95738.40.29414.5000.000601770.005.002.1719.6391.538.964.6581.98439.00.29714.7501.9844.6581.984

Ensayo3Desplazamiento Horizontal (mm)Esfuerzo Cortante (kg/cm2)Grfica del Esfuerzo Cortante

Ensayo 3Desplazamiento Horizontal (mm)Desplazamiento Vertical (mm)DEFORMACIONES







GOBIERNO REGIONAL MOQUEGUAGERENCIA REGIONAL DE INFRAESTRUCTURASUB GERENCIA DE ESTUDIOSLABORATORIO DE MECANICA DE SUELOS Y CONCRETOSCarretera Toquepala KM 0+030 Telfono (053) 762414PROYECTO:CUARTEL MARISCAL NIETOC-2/E2UBICACIN:Moquegua - Mariscal Nieto - MoqueguaSOLICITANTE:SGEFECHA:FEBRERORESUMEN DE ENSAYOS(ASTM D-3080)Muestra NC-07 / E-03Contenido de Humedad InicialProcedenciaPROPIO DE ZONA (EXTERIOR)Ensayo N1234N RecipienteX4RX9R15R1RPeso Recipiente24.2624.4831.3331.18Peso Recipiente + Suelo hmedo124.78134.66148.4746.69Peso Recipiente + Suelo seco108.50117.00129.0043.86Humedad19.3319.0919.9322.32Contenido de Humedad FinalEnsayo N1234N RecipienteP3RP2RP1R2RPeso Recipiente18.2516.8417.0431.39Peso Recipiente + Suelo hmedo100.6499.0698.5746.69Peso Recipiente + Suelo seco85.0083.5583.0043.86Humedad23.4323.2523.6122.69Especificar (L D)Caractersticas de la muestraDimetro5.00Area19.63DAltura2.17Volumen42.61Muestra circularAPLICACIONES DE CARGAVelocidad de Carga (mm/min)0.750.750.750.75Peso de la semi caja superior (kg)1.4081.4081.4081.408Peso del Pistn de Carga (kg)0.2220.2220.2220.222Peso del Pistn de soporte (kg)3.4173.4173.4173.417Peso placa base de pesas (kg)00002527baseValor de la pesa (kg)13714Carga Normal11.2223.56648.25891.4696.173Coeficiente de Amplificacin6.17312.346137136RESUMEN DE ESFUERZOSEsfuerzo Normal0.5711.2002.458Esfuerzo Tangencial0.2290.4991.110Y = AX + CACxy0.4690.04900.0490.4690.04910.5180.4690.04920.9870.4690.04931.4560.4690.04941.9250.4690.04952.394m =0.4690.46900 =25.12725.127C =0.049

Esfuerzos mximosEnvolvente de FallaEsfuerzo Normal (kg/cm2)Esfuerzo Cortante (kg/cm2)Envolvente de Falla

GOBIERNO REGIONAL MOQUEGUAGOBIERNO REGIONAL MOQUEGUAGERENCIA REGIONAL DE INFRAESTRUCTURAGERENCIA REGIONAL DE INFRAESTRUCTURASUB GERENCIA DE ESTUDIOSSUB GERENCIA DE ESTUDIOSLABORATORIO DE MECANICA DE SUELOS Y CONCRETOSLABORATORIO DE MECANICA DE SUELOS Y CONCRETOSCarretera Toquepala KM 0+030 Telfono (053) 462414Carretera Toquepala KM 0+030 Telfono (053) 462414PROYECTO:PROYECTO:00UBICACIN: DISTRITO DE SAMEGUA REGION MOQUEGUAUBICACIN: DISTRITO DE SAMEGUA REGION MOQUEGUASOLICITANTE: SUB GERENCIA DE OBRASSOLICITANTE: SUB GERENCIA DE OBRASFECHA: FEBRERO DEL 2013FECHA: FEBRERO DEL 2013Muestra NC-07 / E-03ProcedenciaPROPIO DE ZONA (EXTERIOR)CORTE DIRECTO RESIDUAL(ASTM D-3080)Muestra NC-07 / E-03Contenido de HumedadProcedenciaPROPIO DE ZONA (EXTERIOR)Ensayo N1234Contenido de Humedad Inicial19.3319.0919.9322.32Contenido de Humedad Final23.4323.2523.6122.69Caractersticas de la muestraDimetro5.00Area19.635Altura2.17Volumen42.61APLICACIONES DE CARGAVelocidad de Carga (mm/min)1.0001.0001.0000.750Peso de la semi caja superior (kg)1.4081.4081.4081.408Peso del Pistn de Carga (kg)0.2220.2220.2220.222Carga Normal11.22023.56648.25891.469Esfuerzo Normal0.5711.2002.4580.000Esfuerzo Tangencial0.2290.4991.1100.000Cohesin (kg/cm2) =0.049Ang.F. =25.13Observaciones:Muestra RemoldeadaEnsayado por:B Ing. Miguel Alberto Mamani OrdoezEnsayado por:B Ing. Miguel Alberto Mamani OrdoezProceso por:B Ing. Miguel Angel Flores RamosProceso por:B Ing. Miguel Angel Flores RamosRevision por:Ing Oscar Mamani C.Revision por:Ing Oscar Mamani C.V B:Ing Rene Flores PauroV B:Ing Rene Flores Pauro

0.22918311810.49910990151.110264883

Esfuerzos mximosEnvolvente de FallaEsfuerzo Normal (kg/cm2)Esfuerzo Cortante (kg/cm2)ENVOLVENTE DE FALLA

00.02300.0050.0410.120.0080.0650.1740.0120.0780.2320.0150.0840.2880.0180.1040.320.0240.1250.350.0360.1470.3840.0470.1580.4140.0580.1790.4360.0640.1940.4580.0760.210.4840.0820.2230.5080.1020.2540.5320.1150.2650.5540.1260.2780.5680.1340.2920.5840.1470.3010.5940.1560.3250.6060.1660.3460.6220.1780.3580.6320.1940.3740.6340.2050.3890.6420.2140.40.6520.2260.4050.6560.2350.4260.6640.2470.4470.6760.2580.4690.6820.2960.4870.690.3010.4950.6960.3110.5020.7040.3240.5160.3350.5340.548

Ensayo 1Ensayo 2Ensayo 3Desplazamiento Horizontal (mm)Desplazamiento Vertical (mm)Grfica de Deformaciones

0000.03055774910.08148733090.09167324720.07130141450.1426028290.17316057810.10185916360.19353241080.27501974170.12223099630.24446199260.40743665430.1426028290.2852056580.50929581790.15278874540.32594932350.60096906510.16297466170.3972507380.6824563960.18334649440.43799440340.76394372680.19353241080.47873806880.8250592250.21390424350.49910990150.87598880680.22409015990.50929581790.92691838860.23427607620.50929581790.97784797040.24446199260.50929581791.01859163580.25464790890.50929581791.04914938490.25464790890.50929581791.08989305030.26483382530.50929581791.12045079940.26483382530.50929581791.14082263210.27501974170.51948173431.16119446480.2852056580.51948173431.17138038120.29539157440.51948173431.19175221390.30557749070.51948173431.20193813020.30557749070.51948173431.20193813020.31576340710.51948173431.19175221390.32594932350.51948173431.19175221390.32085636530.51948173431.18156629750.30048453260.50929581791.1662874230.28011269980.49910990151.15100854840.26483382530.49910990151.13572967390.25464790890.49910990151.12045079940.24446199260.49910990151.1102648830.23936903440.499109901500.22918311810.4991099015000.49910990150000000000000000000000000000000000000000000000000000000000000000000000000000000

Ensayo1Ensayo2Ensayo3Desplazamiento Horizontal (mm)Esfuerzo Cortante (kg/cm2)Grfica del Esfuerzo Cortante

LECTURA DE ENSAYOS - CORTE DIRECTOProyecto / Obra :Calicata / Sondaje : ..Estrato : .Prof. Estrato :ENSAYO 01ENSAYO 02ENSAYO 03P. molde+muestra :gr.Carga norm. : kg.P. molde+muestra :gr.Carga norm. : kg.P. molde+muestra :gr.Carga norm. : kg.Veloc. Desplaz.:....mm ./ min.Hum. Inicial :.%Veloc. Desplaz.:....mm ./ min.Hum. Inicial :.%Veloc. Desplaz.:....mm ./ min.Hum. Inicial :.%ItemTiempoD. HorizD. Vert.Carga H.ItemTiempoD. HorizD. Vert.Carga H.ItemTiempoD. HorizD. Vert.Carga H.010.00010.00010.00020.25020.25020.25030.50030.50030.50040.75040.75040.75051.00051.00051.00061.25061.25061.25071.50071.50071.50081.75081.75081.75092.00092.00092.00102.25102.25102.25112.50112.50112.50122.75122.75122.75133.00133.00133.00143.25143.25143.25153.50153.50153.50163.75163.75163.75174.00174.00174.00184.25184.25184.25194.50194.50194.50204.75204.75204.75215.00215.00215.00225.25225.25225.25235.50235.50235.50245.75245.75245.75256.00256.00256.00266.25266.25266.25276.50276.50276.50286.75286.75286.75297.00297.00297.00307.25307.25307.25317.50317.50317.50327.75327.75327.75338.00338.00338.00348.25348.25348.25358.50358.50358.50368.75368.75368.75379.00379.00379.00389.25389.25389.25399.50399.50399.50409.75409.75409.754110.004110.004110.00

MUESTRAS PARA ENSAYOS DE CORTE DIRECTOProyecto / Obra :...MuestraPeso Recipiente + muestraPeso del especimenESPECIMEN 01Humedad InicialHumedad FinalPeso + Tara.1A2A1B2BN RecipienteP5P1P212Peso Recipiente16.4917.0216.8331.63Peso Recipiente + Suelo hmedo166.82172.42170.6146.69Peso Recipiente + Suelo seco151.40156.76155.1643.86Humedad11.4311.2111.1723.14ESPECIMEN 02Humedad InicialHumedad FinalPeso + Tara.1A2A1B2BN RecipienteP5P1P212Peso Recipiente16.4917.0216.8331.63Peso Recipiente + Suelo hmedo166.82172.42170.6146.69Peso Recipiente + Suelo seco151.40156.76155.1643.86Humedad11.4311.2111.1723.14ESPECIMEN 03Humedad InicialHumedad FinalPeso + Tara.1A2A1B2BN RecipienteP5P1P212Peso Recipiente16.4917.0216.8331.63Peso Recipiente + Suelo hmedo166.82172.42170.6146.69Peso Recipiente + Suelo seco151.40156.76155.1643.86Humedad11.4311.2111.1723.14ESPECIMEN 04Humedad InicialHumedad FinalPeso + Tara.1A2A1B2BN RecipienteP5P1P212Peso Recipiente16.4917.0216.8331.63Peso Recipiente + Suelo hmedo166.82172.42170.6146.69Peso Recipiente + Suelo seco151.40156.76155.1643.86Humedad11.4311.2111.1723.14

GOBIERNO REGIONAL MOQUEGUAGERENCIA REGIONAL DE INFRAESTRUCTURASUB GERENCIA DE ESTUDIOSLABORATORIO DE MECANICA DE SUELOS Y CONCRETOSCarretera Toquepala KM 0+030 Telfono (053) 462414PERFIL ESTRATIGRAFICOPROYECTO:0UBICACIN:DISTRITO DE SAMEGUA REGION MOQUEGUASOLICITA:SUB GERENCIA DE OBRASFECHA:FEBRERO DEL 2013PROCEDENCIA:SAMEGUAMuestra N:CANTERA ROCAUbicacin Segn CroquisPROFUNDIDADSIMBOLOGRAFICODESCRIPCION DEL SUELO0cmSM-SC10cm20cm30cm40cmSuelo conformado de arena limo arcillosa con grava de color50cmcaf claro , de estructuras semi angulosas60cmde compacidad media, con presencia de particulas70cmextradimensionales en un 5% de tamao mximo 10",80cmde plasticidad media a baja, presencia de material orgnico90cmen la superficie. Humedad natural de 3,56 %.100cm110cm120cm130cm140cm150cm160cm170cm180cm190cm200cm210cm220cm230cm240cm250cm260cm270cm280cm290cm300cm:cm:cm500cmEnsayado por:0Proceso por:0Revision por:0

GMGCSWSPSMGPGWSCMLCLOLMHCHOHPt

CLASIFICACION AASHTOCLASIFICACIONMATERIALES GRANULARES (35% O MENOS DEL TOTAL PASAMATERIALES LIMO-ARCILLOSOS (MAS DELGENERALEL TAMIZ N 200)35% DEL TOTAL PASA EL TAMIZ N 200)CLASIFICACIONA - 1A - 3A - 2A - 4A - 5A - 6A - 7DE GRUPOA - 1 - aA - 1 - bA - 2 - 4A - 2 - 5A - 2 - 6A - 2 - 7A - 7 - 5A - 7 - 6No 1050maxNo 4030max50max51minNo 20015max25max10max35max35max35max35max36min36min36min36min36minLimite Liquido40max41min40max41min40max41min40max41min41minIndice Plastico6max6max0NP10max10max11min11min10max10max11min11min11minIndice de Grupo00004max8max12max16max20max20maxNo 1069.0069.2900.000.000.000.000.000.000.000.000.000.000.000.00No 4059.0058.8300.0000.0017.830.000.000.000.000.000.000.000.000.00No 20040.0039.8300.0000.0000.0000.0000.0000.0000.0013.8313.8313.8313.8313.83LL37.0036.570.000.000.0013.4300.0013.4300.0013.4300.0013.4300.0000.00IP18.0017.7000.0000.0000.0000.0000.0016.7016.7000.0000.0016.7016.7016.70IG2.00200.0000.0000.0000.0000.0012.0912.0916.09110.09114.09118.09118.090.00001103232433NONONONONONONONONOOKNONO0.000.000.000.000.000.000.000.000.000.000.000.000.000.007.830.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.003.833.833.833.833.830.000.000.003.430.003.430.003.430.003.430.000.000.000.000.000.000.006.706.700.000.006.706.706.700.000.000.000.000.002.092.096.0910.0914.0918.0918.090.000.007.833.430.0012.228.7913.3413.9128.0528.6228.62101.0081.0061.008586.0090.0091.0094.0099.00103.00108.00108.00CLASIFICACIONGRUPO0AASHTOA - 6

Porcentaje PasantePorcentaje Pasante N 40

SISTEMA UNIFICADO DE CLASIFICACIONTIPOVISIONES MAYORESSIMBOLONOMBRES TIPICOSCRITERIOS DE CLASIFICACIONNOMBRE TIPICO DESGREGADOCLASIFICACION SIMPLECLASIFICACION DOBLE (Influ. 4)CLASIFICACION DOBLE (Influ. 6 con 3)CLASIFICACION DOBLE (Influ. 6 con 4)CLASIFICACION COMPLETASUELOSDE GRUPOIndices y Coef.Fraccionamiento de Pacticulas12344.14.24.355.15.25.366.16.26.378123458SUM.CLAS.123458SUM.CLAS.123468SUM.CLAS.123468SUM.CLAS.SIMBOLONOMBRE TIPICOGRANO GRUESOGWGravas bien gradadas, mezclas gravosas, poco o ningun finoCu 41 Cc 3Pasante N 200 menos del 5%Frac Arena < 15%Grava bien graduada10100110---0101-01010002001010002001010002001010002000000000Frac Arena 15%Grava bien graduada con arena10100110---0101-11010013001010013001010013001010013000000Gravas (mas de aGPGravas pobremente gradadas, mezcla grava - arena, pocos o ningun finoNo cumple todos los requisitos de gradacion para GWPasante N 200 menos del 5%Frac Arena < 15%Grava mal graduada1011---0---0101-01011003001011003001011003001011003000000000mitad de la fraccionFrac Arena 15%Grava mal graduada con arena1011---0---0101-11011014001011014001011014001011014000000gruesa es mayorGMGravas limosas, mezcla grava - arena - limoIP < 4Pasante N 200 mas del 12%Frac Arena < 15%Grava limosa10001011---0101-0100-1020010-010200100-0010010-0001000000000que el tamiz N 44 IP 7Frac Arena 15%Grava limosa con arena10001011---0101-1100-1130010-011300100-0120010-0012000000Mas del 50% deGCGravas arcillosas, mezcla grava - arena - arcillosasIP > 7Se les asigna doble simboloPasante N 200 mas del 12%De 5% a 12%Frac Arena < 15%Grava arcillosa10101011---0101-0101-1030010-010200101-0020010-0001000000000la muestra esFrac Arena 15%Grava arcillosa con arena10101011---0101-1101-1140010-011300101-0130010-0012000000retenido por elSWArenas bien gradadas, arenas - gravosas, pocos o ningun finoCu 61 Cc 3Pasante N 200 menos del 5%Doble SimboloFrac Grava < 15%Arena bien graduada11100110---0101-01110003001110003001110003001110003000000000tamiz N 200Frac Grava 15%Arena bien graduada con arena11100110---0101-11110014001110014001110014001110014000000Arenas (mas de laSPArenas pobremente gradadas, arenas gravosas, pocos o ningun finoNo cumple todos los requisitos de gradacion para SWPasante N 200 menos del 5%Frac Grava < 15%Arena mal graduada1111---0---0101-01111004001111004001111004001111004000000000mitad de la fraccionFrac Grava 15%Arena mal graduada con grava1111---0---0101-11111015001111015001111015001111015000000gruesa es menorSMArenas limosas mezcla de arena - limoIP < 4Pasante N 200 mas del 12%Frac Grava < 15%Arena limosa11001011---0101-0110-1030011-010300110-0020011-0002000000000que el tamiz N 41Frac Grava 15%Arena limosa con grava11001011---0101-1110-1140011-011400110-0130011-0013000000SCArenas arcillosas, mezclas arenas - arcillaIP > 7se coloca doble simboloPasante N 200 mas del 12%Frac Grava < 15%Arena arcillosa11101011---0101-0111-1040011-010300111-0030011-000200000011SCFrac Grava 15%Arena arcillosa con grava11101011---0101-1111-115SC111-011400111-0140011-0013001SCArena arcillosa con grava10CLASIFICACION SIMPLE (Inf. 3)CLASIFICACION SIMPLE (Inf. 4)012345678SUM.CLAS.12345678SUM.CLAS.0GRANO FINOMLIP < 4Retenido N 200 < 15%---Limo01001010---------010-0---10001-00---1000000000Retenido N 200 15% - 29%%Arena / %Grava 1--Limo con arena010010101011-----010-01--20001-001--2000000Limos inorganicos y arena muy finas, polvo de roca, arenas finas limosas%Arena / %Grava < 1--Limo con grava0100101----0-----010--0--10001-0-0--1000000Retenido N 200 30%%Arena / %Grava 1%Grava < 15-Limo arenoso01001011---1---0-010-110-30001-0110-3000000o arcillosas, o limos arcillosos con poca plasticidad%Arena / %Grava 1%Grava 15-Limo arenoso con grava0100101----1---1-010--11-30001-0-11-30000004 IP 7%Arena / %Grava < 1-%Arena < 15Limo con mucha grava0100101----0----0010--0-010001-0-0-01000000%Arena / %Grava < 1-%Arena 15Limo con mucha grava y con arena0100101----0----1010--0-120001-0-0-12000000CLIP > 7Retenido N 200 < 15%---Arcilla delgada01101010---------011-0---20001-00---1000000000Se les asigna doble simboloRetenido N 200 15% - 29%%Arena / %Grava 1--Arcilla delgada con arena011010101011-----011-01--30001-001--2000000Arcillas inorganicas de plasticidad baja a media, arcillas gravosas, arcillas%Arena / %Grava < 1--Arcilla delgada con grava0110101----0-----011--0--20001-0-0--1000000Retenido N 200 30%%Arena / %Grava 1%Grava < 15-Arcilla delgada arenosa01101011---1---0-011-110-40001-0110-3000000arenosas, arcillas limosas, arcillas magras%Arena / %Grava 1%Grava 15-Arcilla delgada arenosa con grava0110101----1---1-011--11-40001-0-11-3000000%Arena / %Grava < 1-%Arena < 15Arcilla delgada con mucha grava0110101----0----0011--0-020001-0-0-01000000Limos y Arcillas%Arena / %Grava < 1-%Arena 15Arcilla delgada con mucha grava y con arena0110101----0----1011--0-130001-0-0-12000000OLLimos organicos, arcillas limosas organicas de baja plasticidadIP 4Retenido N 200 < 15%---Arcilla organica0101---0---------01010---2000000000(Limite Liquido < 50)Retenido N 200 15% - 29%%Arena / %Grava 1--Arcilla organica con arena0101---01011-----010101--3000000%Arena / %Grava < 1--Arcilla organica con grava0101-------0-----0101-0--2000000Retenido N 200 30%%Arena / %Grava 1%Grava < 15-Arcilla organica arenosa0101---1---1---0-0101110-4000000%Arena / %Grava 1%Grava 15-Arcilla organica arenosa con grava0101-------1---1-0101-11-4000000%Arena / %Grava < 1-%Arena < 15Arcilla organica con mucha grava0101-------0----00101-0-02000000LL (Secado Natural) < 0.75%Arena / %Grava < 1-%Arena 15Arcilla organica con mucha grava y con arena0101-------0----10101-0-13000000LL (Secado a Horno)IP < 4Retenido N 200 < 15%---Limo organico0100---0---------01000---1000000Retenido N 200 15% - 29%%Arena / %Grava 1--Limo organico con arena0100---01011-----010001--2000000%Arena / %Grava < 1--Limo organico con grava0100-------0-----0100-0--1000000Retenido N 200 30%%Arena / %Grava 1%Grava < 15-Limo organico arenoso0100---1---1---0-0100110-3000000Mas del 50% de%Arena / %Grava 1%Grava 15-Limo organico arenoso con grava0100-------1---1-0100-11-3000000la muestra es%Arena / %Grava < 1-%Arena < 15Limo organico con mucha grava0100-------0----00100-0-01000000pasante de el%Arena / %Grava < 1-%Arena 15Limo organico con mucha grava y con arena0100-------0----10100-0-12000000tamiz N 200MHIP < 4Retenido N 200 < 15%---Limo elastico000----0---------000-0---0000000000Retenido N 200 15% - 29%%Arena / %Grava 1--Limo elastico con arena000----01011-----000-01--1000000Limos inorganicos, suelos limosas o areanosos, finos micaceos o%Arena / %Grava < 1--Limo elastico con grava000--------0-----000--0--0000000Retenido N 200 30%%Arena / %Grava 1%Grava < 15-Limo elastico arenoso000----1---1---0-000-110-2000000diatomaceos, suelos elasticos%Arena / %Grava 1%Grava 15-Limo elastico arenoso con grava000--------1---1-000--11-2000000%Arena / %Grava < 1-%Arena < 15Limo elastico con mucha grava000--------0----0000--0-00000000%Arena / %Grava < 1-%Arena 15Limo elastico con mucha grava y con arena000--------0----1000--0-11000000CHArcillas organicas de alta plasticidad, arcillas grasasIP > 7Retenido N 200 < 15%---Arcilla gruesa001----0---------001-0---1000000000Retenido N 200 15% - 29%%Arena / %Grava 1--Arcilla gruesa con arena001----01011-----001-01--2000000%Arena / %Grava < 1--Arcilla gruesa con grava001--------0-----001--0--1000000Retenido N 200 30%%Arena / %Grava 1%Grava < 15-Arcilla gruesa arenosa001----1---1---0-001-110-3000000%Arena / %Grava 1%Grava 15-Arcilla gruesa arenosa con grava001--------1---1-001--11-3000000%Arena / %Grava < 1-%Arena < 15Arcilla gruesa con mucha grava001--------0----0001--0-01000000Limos y Arcillas%Arena / %Grava < 1-%Arena 15Arcilla gruesa con mucha grava y con arena001--------0----1001--0-12000000OHArcillas organicas de plasticidad media a alta, limos organicosIP 4Retenido N 200 < 15%---Arcilla organica0001---0---------00010---1000000000(Limite Liquido 50)Retenido N 200 15% - 29%%Arena / %Grava 1--Arcilla organica con arena0001---01011-----000101--2000000%Arena / %Grava < 1--Arcilla organica con grava0001-------0-----0001-0--1000000Retenido N 200 30%%Arena / %Grava 1%Grava < 15-Arcilla organica arenosa0001---1---1---0-0001110-3000000%Arena / %Grava 1%Grava 15-Arcilla organica arenosa con grava0001-------1---1-0001-11-3000000%Arena / %Grava < 1-%Arena < 15Arcilla organica con mucha grava0001-------0----00001-0-01000000LL (Secado Natural) < 0.75%Arena / %Grava < 1-%Arena 15Arcilla organica con mucha grava y con arena0001-------0----10001-0-12000000LL (Secado a Horno)IP < 4Retenido N 200 < 15%---Limo organico0000---0---------00000---0000000Retenido N 200 15% - 29%%Arena / %Grava 1--Limo organico con arena0000---01011-----000001--1000000%Arena / %Grava < 1--Limo organico con grava0000-------0-----0000-0--0000000Retenido N 200 30%%Arena / %Grava 1%Grava < 15-Limo organico arenoso0000---1---1---0-0000110-2000000%Arena / %Grava 1%Grava 15-Limo organico arenoso con grava0000-------1---1-0000-11-2000000%Arena / %Grava < 1-%Arena < 15Limo organico con mucha grava0000-------0----00000-0-00000000%Arena / %Grava < 1-%Arena 15Limo organico con mucha grava y con arena0000-------0----10000-0-11000000Suelos Altamente OrganicosPtTurba o otros suelos altamente organicosParticulas en descomposicion y suelos inestables no recomendable para su uso00000000000000% FRACCION GRUESA60.17% FRACCION FINA39.83% Grava24.9924.99% Arena35.1935.19CLASIFICACION% Fino39.8339.83% Pasante 3/8"85.0385.03"SUCS"% Pasante N 475.0175.01% Retenido Acumulado N 424.9924.99% Pasante N 20039.8339.83SIMBOLODESCRIPCION% Retenido Acumulado N 20060.1760.17Limite Liquido (Secado al Horno)36.5736.5700Limite Liquido (Secado Natural)36.5736.5700Indice Plastico17.7017.7000Cu28.3028.3000Cc0.320.3200Suelos Altamente ContaminadoNO002.0000SCArena arcillosa con grava00000000000000

Min.Max.GW2580A - 1 - a3780GP2580A - 1 - b2060GM2080A - 2 - 52580GC2040A - 2 - 42580SW2040A - 2 - 78.730SM1040A - 2 - 68.730SP1025A - 31030SC1020A - 4326ML315A - 528.7OH315A - 6213CL315A - 7 - 6213CH315A - 7 - 5213OL48MH48minmaxGW - GM2580SUCS315GW - GC2540ASSHTO213GP - GM2580GP - GC2540MIN 1-10GM - GC2040MIN 2111SW - SM2040MAX 1111SW - SC2020MAX 2-110SP - SM10251SP - SC1020SM - SC1020INTERVALOS DE CBRminimomaximoML - CL315313SCCLA - 6PROG.SUCSASSHTOCBRLLLPIP% FINO% GRAVAMINMAX27+120SCA - 2 - 412.626.218.337.8718.2781.73--MAL37+220SMA - 2 - 422.8---26.5673.442540MAL46+620SM - SCA - 2 - 419.625.1205.127.2372.772540MAL56+720SCA - 2 - 71240.817.4223.3633.7566.251020OK76+210SMA - 1 - b1723.4--16.1483.862040MAL1+620SCA - 41429.9227.918.9150.511020OK2+820SM - SCA - 2 - 41727.7521.696.0628.4430.422540MAL4+300CLA - 6934.0820.2513.8466.742.94313OK6+210SCA - 61237.8526.2811.5845.8316.761013OK8+250GM - GCA - 2 - 43824.3218.16.2233.7537.652540OK11+240GCA - 2 - 63931.8220.1411.6817.7559.972030MAL13+725SMA - 4232118.922.0843.3201026OK15+480GP - GMA - 1 - a5100010.4547.353780OK

PROYECTO: ..............PROYECTO: ..............UBICACIN: ....UBICACIN: ....FECHA: ....FECHA: ....CALICATA:CALICATA:PROGRESIVA:PROGRESIVA:COTA:COTA:E - 1E - 2E - 3E - 4E - 1E - 2E - 3E - 4FORMA DE LAS PARTICULAS:DESCRIPCINFORMA DE LAS PARTICULAS:DESCRIPCINANGULARANGULARSUB ANGULARSUB ANGULARSUB REDONDEADOSUB REDONDEADOREDONDEADOREDONDEADOCHATASCHATASALARGADASALARGADASLAMINARESLAMINARESPLANASPLANASCOMPACIDAD DEL SUELO:COMPACIDAD DEL SUELO:SUELTASUELTABLANDABLANDASUELTA-MEDIASUELTA-MEDIAMEDIAMEDIASEMI COMPACTOSEMI COMPACTOCOMPACTOCOMPACTOSEMI CONSOLID.SEMI CONSOLID.CONSOLIDADOCONSOLIDADOTIPO DE MATERIA:TIPO DE MATERIA:SUELTASUELTAFIJAFIJAMATERIAL SUELTOMATERIAL SUELTO% ROCA% ROCAFRAGTURADAFRAGTURADAFIJAFIJASUELTASUELTA% PART, EXTRADIMENS. (>3")PERFIL DE TALUD DEL TERRENO% PART, EXTRADIMENS. (>3")PERFIL DE TALUD DEL TERRENOCLASTOSCLASTOSCANTOSCANTOS% GRAVA (3"@ 4,75mm)% GRAVA (3"@ 4,75mm)COLORCOLORHUMEDADHUMEDADTIPO (CHOJA - OTROS)TIPO (CHOJA - OTROS)DENSIDADDENSIDADDENSIDAD - ESTRATO 01DENSIDAD - ESTRATO 01DENSIDAD - ESTRATO 02DENSIDAD - ESTRATO 02DENSIDAD - ESTRATO 03DENSIDAD - ESTRATO 03DENSIDAD - ESTRATO 04DENSIDAD - ESTRATO 04% ARENAS Y FINOS% ARENAS Y FINOSCOLORCOLORCOLOR - ESTRATO 01COLOR - ESTRATO 01COLOR - ESTRATO 02COLOR - ESTRATO 02COLOR - ESTRATO 03COLOR - ESTRATO 03COLOR - ESTRATO 04COLOR - ESTRATO 04HUMEDADHUMEDADHUMEDAD - ESTRATO 01HUMEDAD - ESTRATO 01HUMEDAD - ESTRATO 02HUMEDAD - ESTRATO 02HUMEDAD - ESTRATO 03HUMEDAD - ESTRATO 03HUMEDAD - ESTRATO 04HUMEDAD - ESTRATO 04PLASTICIDAD SUPERF.PLASTICIDAD SUPERF.PLASTICIDAD ESTRATO 01PLASTICIDAD ESTRATO 01PLASTICIDAD ESTRATO 02PLASTICIDAD ESTRATO 02PLASTICIDAD ESTRATO 03PLASTICIDAD ESTRATO 03PLASTICIDAD ESTRATO 04PLASTICIDAD ESTRATO 04MATERIA ORGANICA:MATERIA ORGANICA:CONSIDERABLECONSIDERABLEREGULARREGULARBAJABAJADESPRECIABLEDESPRECIABLEDENSIDAD DE CAMPODENSIDAD DE CAMPOPESO DE FRASCO MAS ARENAPESO DE FRASCO MAS ARENAPESO DE FRAS, MAS ARENA REST,PESO DE FRAS, MAS ARENA REST,PESO DE MATERIAL EXTRAIDOPESO DE MATERIAL EXTRAIDOPESO DE GRAVA > 3/4"CONO NCONO NDENSIDAD DE ARENADENSIDAD DE ARENAOBSERVACIONES:OBSERVACIONES:

758.0759.07510.07511.07512.0707707.9708.8709.67010.5656.0656.8657.5658.3659.0605605.6606.3606.9607.5554.0554.5555.0555.5556.0503503.4503.8504.1504.5452.0452.3452.5452.8453.0401401.1401.3401.4401.5350.0350.0350.0350.0350.002468150230210190170550551.6553.1554.6556.413579240220200180160550.8552.4553.9555.5557.310150558

IP 12IP 14IP 16IP 18IP 20IP 22IP 24IP 26IP 28IP 10 o menosIP 30 o masPORCENTAJE QUE PASA TAMIZ N 200FRACCION DEL INDICE DE GRUPO CORRESPONDIENTE AL INDICE PLASTICO (IP)DIAGRAMA PARA OBTENER EL INDICE DE DE GRUPO DEL SUELO

40% o Menos45%50%55%60% o MasPORCENTAJE QUE PASA POR EL TAMIZ N 200FACCION DEL INDICE DE GRUPO CORRESPONDIENTE AL LIMITE LIQUIDO (LL)DIAGRAMA PARA OBTENER EL INDICE DE GRUPO DEL SUELO

3"76.20100.001001002 1/2"63.50100.001001002"50.80100.00100.00100.001 1/2"38.1098.

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