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INTERNATIONAL JOURNAL OF INFORMATION AND COMPUTING SCIENC ISSN NO: 0972-1347 20 1mm0 12.5 2 mm 292.5 10 3 mm 398 5.6 4 mm 510 5 PAN 169 0 1000 21.35 78.65 21.35 29.06 70.94 50.41 37.23 62.77 87.64 12.34 87.66 99.98 Table 2 Sieve ananlysis of HDPE S.No. Sieve No. Mass Retained (gms) %Retained % Passing Cumulative % Retained Fineness Modulus of bigger sized HDPE aggregate = 7.59 MIX PROPORTIONING For making the mixes containing plastics, the amount of plastics is calculated by using the specific gravity of plastics, in place of the specific gravity of coarse aggregates. The resultant mix proportions of M20grade controlled concrete and Different replacement levels of HDPE plastic waste of all the mixes are tabulated in Table 3 & Table 4. Table 3 Mix Proportion for M20 Concrete Cement Fine Coarse water 196.1 0.5 Composition 383 in Kg/m3 Ratio in % 1 Aggregate aggregate 664.04 1090.74 1.74 2.8 Volume 5, Issue 7, July 2018 104 http://ijics.com/PDF Image | Plastics Pipe Institute Handbook of Polyethylene Pipe
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