mix design calc m30, m40
DESCRIPTION
mix designTRANSCRIPT
Mix DesignMix Proportion for 1 m (M30)CWC.A.F.A.W.A.42 cubes56 cubesCement437.78kg/m1.000.452.691.63Cement65.9387.91Water197.00kg/m1 bag50.0022.50134.5081.50water27.9237.23C.A.1178.67kg/m0.5 bag25.0011.2567.2540.75C.A.166.27221.70F.A.714.73kg/m1 cube1.480.663.982.410.13F.A.98.75131.67W/C0.4521 cubes31.0313.9683.5450.662.71W.A.5.287.0428 cubes41.3718.62111.3867.543.61
Mix Proportion for 1 m (M40)CWC.A.F.A.W.A.For weight of sieved quantitiesCement492.50kg/m1.000.402.371.3842 cubes56 cubesWater197.00kg/m1 bag50.0020.00118.5069.00Passing 2099.76133.02C.A.1167.32kg/m0.5 bag25.0010.0059.2534.50Passing 1066.5188.68F.A.678.57kg/m1 cube1.660.663.942.290.12Passing 4.76 98.75131.67W/C0.4021 cubes34.9113.9682.7348.092.5728 cubes46.5418.62110.3164.123.42