how to calculate quantity of cement and sand for plastering works in CM 1:6 proportion.....plz answer anyone.....and write the formula...
Answer Posted / rambabu penkey
1;6 PER CU M=1.3 CU M SAND=1.3/6*5=1.08 CUM
1.3/6*1=.216CUM
.216*1440=311.04KGS
Is This Answer Correct ? | 3 Yes | 2 No |
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As per Kandal suggestions, we have implemented rolling starts on 140 (+/- 5) degrees and we kept 3 rollars to complete the rolling before falling 125 degrees and the Aggregate AIV is below 22. But When the DBM bed is being rolled 3rd high viabration, (Before 1 plain & low ,2 high Viabrations), the aggregate is getting sharp edge agg. projections are damaged. As the literature is said that, the VG-30 Grade having better control the temp. susceptibility than Penetration grade. if so we could not get this problem at site. But we are facing on site. let me know.
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