Hoja1Diseo de Mezcla MaterialesCanto RodadoArenaAparente2.582.65Absorcin1.61.1Humedad1.672.6Wuc / MF15982.0001CilindrosPaso 1Dimetro0.15Slump5cmLongitud0.3Volmen0.0053014376Paso 2Tamao mx1"

Paso 3Kg de agua por m3 de concreto Agua 277.28327863120.18

Paso 4Cv7fcr4600.4467341711Paso 5A/C0.29

Paso 6Cemento620.6896551724kg3.2905474777Paso 7Volumen de agregado grueso por volumen unitario de concretoCanto Rodado0.75Vol absoluto0.4681640625Paso 8Contenido de agregado Fino4.61Vol cemento206.8965517241Vol agua 180Vol Canto468.1640625Vol Arena144.9393857759% Arena23.6402822694

Paso 9Proporciones Iniciales (kg)cilindro3cilindros20% desperdicioArena384.0893723060.61881065542.03622584126.10867752377.33Canto Rodado1207.863281251.94600195316.403411818419.210235455323.05Cemento620.689655172413.29054747779.87164243311.85Agua1800.290.95425876852.86277630563.442392.642308728412.684443905938.053331717645.66Paso 10Humedad Libre Arena1.5Humedad Libre Canto Rodado0.070.3849410091Agua 0.03502577590.4281624558Total agua*cilindro0.9192329926318.9072084393Total agua*3cilindros3.315.0725.292AditivosViscoCrete 2100Correccin ResistenciaDosis0.40%0.0473838837Agua Inicial3.3115.79 g cilindroAgua Utilizada4.8747.38g 3 cilindrosCemento Utilizado11.85Nueva relacin A/C0.41Resistencia (Mpa)DasDimetro (cm)Altura (cm)rea cm2Carga28.17715.1650734180.625508.82229.17520217371416.731.2219.040639.05330.362815.432.6186.265565.501Resistencia (Mpa)DasDimetro (cm)Altura (cm)rea cm2Carga28.17715.1650734180.625508.8221416.731.2219.04030.362815.432.6186.265565.501

Hoja2

Hoja3