Effect of PVC Waste and Replacement in Construction of Flexible Pavement
Saurav Kumar1, R.K. Pandey2, Sanjeev Singh3, Neha4

1Saurav Kumar, Scholar, Sam Higginbottom Institute of Agriculture, Technology and Sciences, Allahabad (U.P). India.
2Dr. R. K. Pandey, Professor, Department of Civil Engineering, Sam Higginbottom Institute of Agriculture, Technology and Sciences, Allahabad (U.P). India.
3Dr. Sanjeev Singh, Department of Civil Engineering, Krishna Institute of Engineering and Technology, Ghaziabad (U.P). India.
4Neha, Assistant Professor, IEC College of Engineering and Technology, Greater, Noida (U.P). India.
Manuscript received on June 09, 2016. | Revised Manuscript received on June 24, 2016. | Manuscript published on June 30, 2016. | PP: 36-45 | Volume-3 Issue-4, June 2016. | Retrieval Number: D0374063416
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© The Authors. Published By: Blue Eyes Intelligence Engineering and Sciences Publication (BEIESP). This is an open access article under the CC BY-NC-ND license (http://creativecommons.org/licenses/by-nc-nd/4.0/)

Abstract: Bituminous pavement concrete is composite material used in construction of road pavement, airport runway and parking. It contains bitumen and aggregate mixed together, laid in layers and compacted. The steady increment in highway traffic volume density and remarkable variation in daily and seasonal temperature causes rapid detoriation and failure of pavement surface and course. Looking into the pavement condition it is worth to think of some admixes to be used for modification in constituents and mixture which must satisfy strength and economical aspects. It is worth to note that increased use of PVC in society is raising serious environmental issues; I have tried to mix PVC waste with bitumen for preparation of pavements as a little solution for the environmental pollution. The bituminous concrete mixes prepared with defined volume of PVC and aggregate as per the codes of IRC were used to prepare samples for testing. The samples were tested for Marshall Properties like stability, flow volume, unit weight, air voids etc and the optimum PVC content for the choosed bitumen (80/100) were achieved.
Keywords: Bituminous, pavement, (80/100), PVC, Properties like stability, Looking, IRC, volume, modification.