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Plastic Waste Utilization as Asphalt Binder Modifier in Asphalt Concrete Pavement
Abstract:The main objective of this paper is to evaluate the use of plastic waste as a low cost asphalt binder modifier. For this purpose Marshall mix design procedure was used. Marshall mix design procedure seeks to select the Optimum Binder Content (OBC) to be added to a specific aggregate blend resulting in a mixture that satisfies the desired properties of strength and durability. In order to evaluate the plastic waste modified (PWM) asphalt mixtures, the OBC for the conventional asphalt mix was first identified, and then different percentages of crushed plastic waste by weight of the identified OBC were tested. Marshall test results for the modified asphalt mixtures were analyzed to find the optimum PWM content. Finally, the static indirect tensile strength (IDT) was determined for all mixtures using the splitting tensile test. It was found that PWM content of 7.43% by weight of OBC is recommended as the optimum PWM content needed for enhancing the performance of asphalt mixtures. It enhanced stability by 42.56%, flow by 89.91% and strength by 13.54%. This would lead to a more durable pavement by improving the pavement resistance to fatigue cracking and rutting.
Digital Object Identifier (DOI): doi.org/10.5281/zenodo.1317348Procedia APA BibTeX Chicago EndNote Harvard JSON MLA RIS XML ISO 690 PDF Downloads 749
 Onyango, F., Wanjala, S., Ndege, M., Masu, L. "Effect of Rubber Tyre and Plastic Wastes Use in Asphalt Concrete Pavement". World Academy of Science, Engineering and Technology, International Science Index 107, International Journal of Civil, Environmental, Structural, Construction and Architectural Engineering (2015), 9(11), 1395 - 1399. Retrieved from http://waset.org/pdf/books/?id=30286&pageNumber=145
 Jain, P K., Kumar, S. & Segupta, J B., “Mitigation of Rutting in Bituminous Roads by Use of Waste Polymeric Packing Materials”. Indian Journal of Engineering & Materials Science (2011), 18(12), 233-238. Retrieved from http://nopr.niscair.res.in/bitstream/123456789/12471/1/IJEMS%2018(3)%20233-238.pdf
 Cao, W., “Study on Properties of Recycled Tire Rubber Modified Asphalt Mixtures using Dry Process”. Construction and Building Materials (2007), 21(5), 1011-1015.
 Gawande, A., Zamare, G., Renge, V.C., Tayde, S. & Bharsakale, G., “An Overview on waste Plastic Utilization in Asphalting of Roads”. Journal of Engineering Research and Studies (2012), 3(2), 1-5. Retrieved from http://www.technicaljournalsonline.com/jers/VOL%20III/JERS%20VOL%20III%20ISSUE%20II%20APRIL%20JUNE%202012/ARTICLE%2001%20APRIL%20JUNE%202012.pdf
 Al-Haidy, A. I., Yi-Qui, T., “Effect of Polyethylene on Life of Flexible Pavements”. Construction and Building Materials (2009), 23(3), 1456-1464. Retrieved from http://www.worldcat.org/title/construction-and-building-materials/oclc/780552748
 Palit, S.K., Reddy, M.A., Reddy, K.S. and Pandey, B.B., “Performance Evaluation of Crumb Rubber Modified Bituminous Mixes”. Proceedings of National Seminar on Road Transportation in India: Emerging Trends and Techniques (2002) September 12-13 (IIT Kharagpur, India).
 Worldwatch Institute, Vision for Sustainable World: Global Plastic Production Rises, Recycling Lags. (2015). Retrieved from http://www.worldwatch.org/global-plastic-production-rises-recycling-lags-0
 Gaetano, L., Josef, M., and Enrique, M., “The New Plastics Economy: Rethinking the Future of Plastics & Catalysing Action”. Advisory Board Members of the New Plastics Economy Initiative and Project Partners (2016). Retrieved from https://www.ellenmacarthurfoundation.org/assets/downloads/publications/NPEC-Hybrid_English_22-11-17_Digital.pdf
 Chen, J.S., Liao, M.C., Tsai, H.H., “Evaluation of Optimization of the Engineering Properties of Polymer-Modified Asphalt”. Practical Failure Analysis (2002), 2 (3), 75-83. Retrieved from https://link.springer.com/article/10.1007%2FBF02719194
 Roque, R., Birgisson, B., Drakos, Ch., & Sholar, G., “Guidelines for Use of Modified Binders”. University of Florida (2005), UF #00026871, Report No. 4910-45054-964-12. Retrieved from http://www.fdot.gov/research/completed_proj/summary_smo/fdot_bc354_77_rpt.pdf
 Taih, S., “The Effect of Additives in Hot Asphalt Mixtures”. Journal of Engineering and Development (2011), 15(3), 131-150. Retrieved from https://www.iasj.net/iasj?func=fulltext&aId=10276
 Chen, T., “Evaluation of Rutting Performance on Hot Mix Asphalt Modified with Plastic Bottles”. BSa Thesis (2009), Malaysia Technology University, Malaysia.
 Sasane Neha, B., Gaikwad, H., Patil, J R., & Khandekar, S D., “Application of Waste Plastic as an Effective Construction Material in Flexible Pavement”. International Research Journal of engineering and technology (IRJET) (2015), 2(3), 1943-1948. Retrieved from https://www.irjet.net/archives/V2/i3/Irjet-v2i3313.pdf
 Kalantar, Z., Mahrez, A. & Karim M R., “Properties of Bituminous Binder Modified with Waste Polyethylene Terephthalate”. Australian Asphalt Paving Association thirteenth international flexible pavements conference, Sunday 11th - Wednesday 14th October (2009), Surfers Paradise, Queensland, Australia.
 Swami, V., Jirge, A., Patil, K., Patil, Suh., Patil, Sush. & Salokhe, K., “Use of Waste Plastic in Construction of Bituminous Road”. International Journal of Engineering Science and Technology (IJEST), (2012). 4(5), pp. 2351-2355. Retrieved from https://www.idc-online.com/technical_references/pdfs/civil_engineering/Use%20of%20waste%20plastic%20in%20construction%20of.pdf
 ASTM D 1559, Test method for resistance of plastic flow of bituminous mixtures using Marshall Apparatus. American society for testing and materials.
 ASTM D 70-97, Standard Test Method for Specific Gravity and Density of Semi-Solid Bituminous Materials (Pycnometer Method). American society for testing and materials.
 ASTM D5-86, Standard Test Method for Ash in Pulp, Paper, and Paper Products. American society for testing and materials.
 ASTM D113-86, Standard Test Method for Ductility of Bituminous Materials. American society for testing and materials. Retrieved from http://file.yizimg.com/175706/2011090722180368.pdf
 ASTM D36-70, Standard Guide for Determination of Precision and Bias of Methods of Committee D22. American society for testing and materials.
 ASTM D92-12, Standard Test Method for Flash and Fire Points by Cleveland Open Cup Tester. American society for testing and materials.
 Jendia, Sh., “Highway Engineering Structural Design”. Dar El-Manara Library (2000), First Edition, Gaza, Palestine.
 ASTM D 6931, Standard Test Method for Indirect Tensile (IDT) Strength of Asphalt Mixtures. American society for testing and materials.