Hoja1 LABORATORIO DE ASFALTOSDISEO DE MEZCLAS ASFALTICAS EN CALIENTE - METODO MARSHALLCliente:Alumnos de laboratorio de Asfaltos Solicitud No.:Proyecto:Diseo en aulas 2 / 2008Recibo No.:C.A.:85 - 100Fecha de Solicitud:13-Jun-08Agregado:Grava 3/4", Gravilla y Arena Natural y ChancadaInf. Lab. No.Gsb ag =2.520Gse ag =2.579% Asf. Abs.=0.917Hoja:1 de 2Comp.DosificacinPesoVol.PE max.NoAlt.Factor Pesos de la Probeta (g)VolPeso BriquetaAbsorcionPEAsf.Lect.EstabilidadLect.FlujoEst.de la Agreg.MezclaEspec.VdTeor.Mezc.Briq.hCorrec.secoCanas-Sumerg.Muest.SSS[%]GsbUtilDialRealCorreg.DialReal FlujoMezcla%%Gs(cc)GstGsm[cm]de Briq.al airetilloc/Canas.(cc)[g]Prob.[%]0,0001"[lbr][kg][kg]0,01"[cm]Kg/cmGrava109.452.534.0592.3282.38616.620.93941138.601138.10634.90503.70-100.002.2604.5831331252.29568.04533.6280.202626.0631015032Gravilla3028.352.5812.17726.500.96251143.401146.80639.00504.40-100.002.2671231148.62521.01501.48100.251974.3167023228Arena6056.72.4924.35336.630.93761138.901141.20635.80503.10-100.002.264108993.12450.48422.3780.202078.58084026465.51.0082.3624Grava109.42.534.0652.3122.37056.580.94691147.001148.60635.70511.302.2435.0831361283.39582.15551.2390.232411.3500706268Ar Ch3028.22.5812.19666.400.98751143.101148.60637.50505.602.2611481407.80638.58630.59130.331909.7336834646Ar Nat6056.42.4924.39276.550.95251135.101147.60631.60503.502.2541171086.42492.80469.3980.202309.99839875C.A.61.0082.5958Grava109.352.534.0722.2962.35596.480.96751138.601155.60633.50505.102.2545.5831531459.63662.09640.57110.282292.6655024982Ar Ch3028.052.5812.215106.420.98251150.501158.10640.00510.502.2541531459.63662.09650.50140.361829.3084103543Ar Nat6056.12.4924.429116.291.01601155.601155.70653.00502.602.2991971915.78869.00882.90110.283159.9903796364C.A.6.51.0082.83112Grava109.32.534.0772.2812.341106.550.95251148.401161.20635.10513.302.2376.0831411335.23605.66576.8990.232523.57903Ar Ch3027.92.5812.232116.311.00801164.501159.90660.90503.602.3122082029.82920.72928.09120.303044.9157936378Ar Nat6055.82.4924.465126.490.96501142.401157.80634.50507.902.2491451376.70624.47602.61120.301977.0749415354C.A.71.0083.06913Grava109.252.534.0832.2652.326146.490.96501158.001164.80649.80508.202.2796.5831441366.33619.77598.07140.361681.8744585827Ar Ch3027.752.5812.249156.271.02101156.301155.60655.50500.802.3091971915.78869.00887.25130.332686.9966651799Ar Nat6055.52.4924.499166.440.97751156.901159.00649.20507.702.2791941884.68854.89835.65140.362349.9857062205C.A.7.51.0083.31117Grava109.22.534.0882.2502.312156.081.07801153.501747.002411.80488.702.3601701635.87742.03799.91100.253149.2481153386Ar Ch3027.62.5812.265166.161.05201154.001747.002412.50488.502.3621601532.20695.01731.15120.302398.7737133858Ar Nat6055.22.4924.530176.011.09901151.501747.002412.00486.502.3671651584.04718.52789.65120.302590.7204242913C.A.81.0083.55518

DATOS PARA LAS GRAFICAS DE MARSHALLCAPE% de VaciosEst.FlujoDosificacinGsbMezclaAgreg.c/Asf.Prom.Prom.%Prom.[%][%][%][kg][cm]Peso especficoEstabilidad:6.7MximaVacios en la mezcla5.52.2645.11014.86665.625485.8200.220EstabilidadPeso Especfico6.5Mximo6.3Vacios en la mezcla%Vacios en la Mezcla6.4(3 - 5)% Se adota para 4%62.2534.95515.67368.383550.4070.254%CA =6.53

6.52.2693.66615.46676.300724.6580.305Verificacin

72.2663.18115.96380.073702.5310.279Peso Especfico =2.27Estabilidad =700Kgs.1543.2098765432LbsNO18007.52.2891.62115.52589.561773.6590.347%Vacios en la Mezcla =3.6(3 - 5)%SI% Vacios en el Agreg. =15.78Tam. Max. Nom.no82.363-2.19513.181116.649773.5690.288% Vacios con Asfalto =75(65 - 75) %siFlujo =0.28cm11.02362204720.01"siObservaciones:Est/Flujo2500Altura%CA6.5%Vm1.4Esta700Ing. MSc. Oscar Luis Prez LoayzaFlujo0.245Area de Asfaltos

LABORATORIO DE ASFALTOSDISEO DE MEZCLAS ASFALTICAS EN CALIENTE - GRAFICAS MARSHALLCliente:Alumnos de laboratorio de Asfaltos Solicitud No.:Proyecto:Diseo en aulas 2 / 2008Recibo No.:C.A.:85 - 100Fecha de Solicitud:13-Jun-08Agregados:Grava 3/4", Gravilla y Arena Natural y ChancadaInf. Lab. No.Hoja:1 de 2Ing. MSc. Oscar Luis Prez LoayzaArea de Asfaltos