design mix details of normal and self compacting concrete
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Sheet1DESIGN MIX DETAILS FOR 1.00 CUMSl No.GRADE OF
CONCRETECEMENT IN Kgs12MM IN Kgs20MM IN Kgs M-SAND IN KgsWATER IN
LITERSADMIXTURE IN LtrW/C RATIODESIGN MIX PROPORTIONS12mm %20mm %1M
7.5172.00616.00616.00812.00..14.727.1650502M
30350.00467.60701.40714.00154.001.6600.4412.043.3440603M 30
SCC390.00535.86357.24877.50171.602.7300.4412.252.2960404M
35375.00469.80715.50671.20153.752.1570.4111.793.1640605M 35
SCC400.00513.60342.40856.00172.002.6000.4312.142.1460406M
40405.00471.42707.13660.15153.902.5300.3811.632.9140607M 40
SCC420.00549.36366.24831.60172.203.1500.4111.982.186040
