A trial mix is required for a pavement slab being constructed exposed to freezing and thawing as well as deicing agents . The trial mix design strength is 32 MPa (including overdesign) with a 75 mm slump. For the sand; FM = 2.80 and its absorption is 1.5%. The coarse aggregate has a nominal maximum size of 25 mm with an absorption of 1.6% and a dry rodded density of 1460 kg/m3. Determine the mix design amounts for the concrete if the coarse aggregate contains 6% water. (keep all calculations and answers to one decimal place except where indicated. That is, round to one decimal place) Design Water = kg/m3 Water to Cement (W/CM) ratio = (two decimal places) Cement Content = kg/m3 Volume of coarse aggregate per unit volume of concrete = (two decimal places) Estimated total mass of concrete = kg/m3 Design mass of coarse aggregate = kg/m3 Actual mass of coarse aggregate = kg/m3
A trial mix is required for a pavement slab being constructed exposed to freezing and thawing as well as deicing agents . The trial mix design strength is 32 MPa (including overdesign) with a 75 mm slump. For the sand; FM = 2.80 and its absorption is 1.5%. The coarse aggregate has a nominal maximum size of 25 mm with an absorption of 1.6% and a dry rodded density of 1460 kg/m3. Determine the mix design amounts for the concrete if the coarse aggregate contains 6% water. (keep all calculations and answers to one decimal place except where indicated. That is, round to one decimal place)
Design Water = kg/m3
Water to Cement (W/CM) ratio = (two decimal places)
Cement Content = kg/m3
Volume of coarse aggregate per unit volume of concrete = (two decimal places)
Estimated total mass of concrete = kg/m3
Design mass of coarse aggregate = kg/m3
Actual mass of coarse aggregate = kg/m3
Actual mass of fine aggregate = kg/m3
Actual mass of water added = kg/m3
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