Performance of Asphalt Mixture using Waste Materials
A.Ananthakumar1, K.Anisha2, M.Aishwarya3, R.Indhumathi4, S.Malath5
1A.Ananthakumar*, Assistant Professor, Department of Civil Engineering, Vivekanandha College of Technology for Women, Tiruchengode, India. Email:ananthaakumar7410@gmail.com
2K.Anisha, UG Student, Department of Civil Engineering, Vivekanandha College of Technology for Women, Tiruchengode, India. Email:anishacivil10@gmail.com
3M.Aishwaya, UG Student, Department of Civil Engineering, Vivekanandha College of Technology for Women, Tiruchengode, India. Email:aishwayramahendran1001@gmail.com
4R.Indhumathi, UG Student, Department of Civil Engineering, Vivekanandha College of Technology for Women, Tiruchengode, India.
5S.Malathi, UG Student, Department of Civil Engineering, Vivekanandha College of Technology for Women, Tiruchengode, India.
Manuscript received on January 23, 2020. | Revised Manuscript received on February 05, 2020. | Manuscript published on February 30, 2020. | PP: 3442-3447 | Volume-9 Issue-3, February 2020. | Retrieval Number: C6130029320/2020©BEIESP | DOI: 10.35940/ijeat.C6130.029320
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© The Authors. 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: A large number of solid wastes are being produced each day. This wastes, especially plastic and rubber effects the environment. So, nowadays these kinds of wastes are used in flexible pavements. In this project, the performance of the asphalt mixture using waste plastic and crumb rubber was determined. The aggregate were partially replaced by waste plastic (0.5%,1%,1.5%,2%,2.5%) and crumb rubber (0.5%,1%,1.5%,2%,2.5%). Also, 10% of fly ash is used in addition to filler material. Various tests like specific gravity, Water absorption, Impact test and Crushing strength for aggregate and softening point, Penetration test, Viscosity test, Specific gravity test and Binder content test for bitumen were conducted in obtained asphalt mixture. A Marshal stability test is also conducted to find the performance of the asphalt mixture. All the test results are compared with the results of the conventional mixture. The result obtained shows the plastic waste incorporated asphalt mixture does not affect the performance of the pavement also reduces the rutting and fatigue of the flexible pavement.
Keywords: Asphalt mixture, Binder content test, Crumb rubber, Marshall stability test, Waste plastic.