Diseño de Mezclas Asfalticas
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LABORATORIO DE DISEÑO DE MEZCLAS ASFALTICAS EN CALIE Cliente: Alumnos de laboratorio de Asfaltos Proyecto: Diseño en aulas 2 / 2008 C.A.: 85 - 100 Agregado: Grava 3/4", Gravilla y Arena Natural y Chancada Gsb ag = 2.520 Gse ag = 2.579 % Asf. Abs.= 0.917 Comp. Dosificación Peso Vol. PE max. No Alt. Factor Pesos de la Probeta (g) de la Agreg. Mezcla Espec. Vd Teor. Mezc. Briq. h Correc. seco Canas- Sumerg. Mezcla % % Gs (cc) Gst Gsm [cm] de Briq. al aire tillo c/Canas. Grava 10 9.45 2.53 4.059 2.328 2.386 1 6.62 0.9394 1138.60 1138.10 634.90 Gravilla 30 28.35 2.58 12.177 2 6.50 0.9625 1143.40 1146.80 639.00 Arena 60 56.7 2.49 24.353 3 6.63 0.9376 1138.90 1141.20 635.80 5.5 1.008 2.362 4 Grava 10 9.4 2.53 4.065 2.312 2.370 5 6.58 0.9469 1147.00 1148.60 635.70 Ar Ch 30 28.2 2.58 12.196 6 6.40 0.9875 1143.10 1148.60 637.50 Ar Nat 60 56.4 2.49 24.392 7 6.55 0.9525 1135.10 1147.60 631.60 C.A. 6 1.008 2.595 8 Grava 10 9.35 2.53 4.072 2.296 2.355 9 6.48 0.9675 1138.60 1155.60 633.50 Ar Ch 30 28.05 2.58 12.215 10 6.42 0.9825 1150.50 1158.10 640.00 Ar Nat 60 56.1 2.49 24.429 11 6.29 1.0160 1155.60 1155.70 653.00 C.A. 6.5 1.008 2.831 12 Grava 10 9.3 2.53 4.077 2.281 2.341 10 6.55 0.9525 1148.40 1161.20 635.10 Ar Ch 30 27.9 2.58 12.232 11 6.31 1.0080 1164.50 1159.90 660.90 Ar Nat 60 55.8 2.49 24.465 12 6.49 0.9650 1142.40 1157.80 634.50 C.A. 7 1.008 3.069 13 Grava 10 9.25 2.53 4.083 2.265 2.326 14 6.49 0.9650 1158.00 1164.80 649.80 Ar Ch 30 27.75 2.58 12.249 15 6.27 1.0210 1156.30 1155.60 655.50 Ar Nat 60 55.5 2.49 24.499 16 6.44 0.9775 1156.90 1159.00 649.20 C.A. 7.5 1.008 3.311 17 DATOS PARA LAS GRAFICAS DE MARSHALL CA PE % de Vacios Est. Flujo Gsb Mezcla Agreg. c/Asf. Prom. Prom. % Prom. [%] [%] [%] [kg] [cm] Vacios en la mezcla 5.5 2.264 5.110 14.866 65.625 485.820 0.220 6.3 6 2.253 4.955 15.673 68.383 550.407 0.254 6.5 2.269 3.666 15.466 76.300 724.658 0.305 7 2.266 3.181 15.963 80.073 702.531 0.279
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DISEÑO DE MEZCLAS ASFALTICAS
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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
