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IS 10262:2009 Guidelines for concrete mix design proportioning (WIth Design Mix Example)

IS 10262:2009 CONCRETE MIX PROPORTIONING – GUIDELINES DATA FOR MIX PROPORTIONING   Grade designation;   Type of cement    Maximum nominal size of aggregate   Minimum cement content   Maximum water-cement ratio   Workability   Exposure condition as per table 4 and table 5 of   IS 456   Maximum temperature of concrete at the time of placing Method of transporting and placing Early age strength requirement, if required Types of aggregate Maximum cement content Whether admixture shall or shall not be used and the type of admixture and the condition of use.   1.       Target Strength of Mix Proportioning                         f ck ’    = f ck + 1.65s Where ; f ck ’ = Target mean compressive strength at 28 days in N/mm 2 f ck = Characteristic compressive strength at 28 days in N/mm 2 and s = Sta...
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