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INTERNATIONAL JOURNAL OF INFORMATION AND COMPUTING SCIENC ISSN NO: 0972-1347 Table 4 Different replacement levels of HDPE plastic waste Different replacement levels of HDPE plastic waste Parameter W/C Ratio Water Kg/m3 Cement Kg/m3 Control 5% (MIX Mix 1) 0.50 0.50 196.1 196.1 383 383 10% (MIX 2) 0.50 196.1 383 15% (MIX 3) 0.50 196.1 383 20% (MIX 4) 0.50 196.1 383 Fine Aggregates Kg/m3 664.04 664.04 664.04 664.04 664.04 Coarse Aggregates Kg/m3 1090.74 1036.203 981.666 927.129 872.592 Plastics Kg/m3 0 54.537 109.074 163.611 218.148 Mix Proportions (C:FA:CA:P ) 1: 1.74:2.8:0 1 : 1.74: 2.66:0.14 1 : 1.74: 2.52:0.28 1 : 0.716: 2.38:0.42 1 :2.24:0.56 RESULTS AND DISCUSSIONS DRY DENSITY The dry density is measured for the cubes taken from the curing tank, just strength test. The value of dry densities obtained for the control mixes and for plastic concrete is shown in Table 5. It is found from the testing that the unit weight of there is considerable decrease in unit weight when compared with the control concrete without plastic replacement. Water cement ratio does not affect the unit weight that much but the quantity of plastic as aggregates can reduce the unit weight of concrete considerably. It is found that the plastics replaced with concrete reduces the unit weight of concrete and can be used as light weight concrete. For the accuracy of the results the minimum three samples of the control concrete and Volume 5, Issue 7, July 2018 105 http://ijics.com/ prior to compressivePDF Image | Plastics Pipe Institute Handbook of Polyethylene Pipe
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