Mix design M25 Grade designed as per IS 10262:2009 IS ...
A6 CALCULATION OF CEMENT CONTENT Adopted w/c Ratio = Cement Content = 158/ = 336 kg/m 3 From Table 5 of IS 456, Minimum cement content for ''Very severe'' exposure conditions 300kg/m 3. 336 kg/m 3 > 300 kg/m 3 hence ok. A7 PROPORTION OF VOLUME OF COARSE AGGREGATE AND FINE AGGREGATE CONTENT