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IS 10262 2009 Guidelines for concrete mix design

IS 10262 2009 4 SELECTION OF MIX PROPORTIONS Table 1 Assumed StandardDeviation Clauses 3 2 1 2 A 3 and B 3 4 1 Selection of Water CementRatio su Note Different cements supplementary cementitious NOTE The above values correspond to the site control having proper storage of cement weigh batching of all

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IS 10262 2009 Guidelines for concrete mix design

IS 10262 2009 4 SELECTION OF MIX PROPORTIONS Table 1 Assumed StandardDeviation Clauses 3 2 1 2 A 3and B 3 4 1 Selection of Water CementRatio su Note Different cements supplementary cementitious NOTE The above values correspond to the site control having proper storage of cement weigh batching of all

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Generally cement is more costly than other ingredients of concrete So quantity and quality of cement is designed by proper mix design concept In this article we are going to discuss about the concrete mix design concept as per IS 10262 2009 Concrete mix design concept is majorly depending upon the following Strength and durability

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IS 456 2000 CONTENTS PAGE SECTION 1 GENERAL J SCOPE 2 REFERBNCES 3 TERMINOLOGY 4 SVMBOU SECTION 2 MATERIALS WORKMANSHIP INSPECTION ANDTESTING 5 MATERIALS 5 1 Cement 5 2 MineralAdmixtures 5 3 Aggregates 5 4 Water 5 5 Admixtures 5 6 Reinforcement 5 7 Storageof Materials

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Impurities Free from organic mineral impurity Compactness Should be graded for reducing voids Typical limits for solids in water Solids Permissible limits 10262 42 First Revision 2009 Step 1 Determine Target mean strength of concrete as ft f ck k s where ft target mean compressive 43 strength at 28 days

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