Issue |
E3S Web of Conf.
Volume 479, 2024
International Seminar of Science and Applied Technology: Natural Resources Management for Environmental Sustainability (ISSAT 2023)
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|
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Article Number | 07033 | |
Number of page(s) | 13 | |
Section | Sustainable Development | |
DOI | https://doi.org/10.1051/e3sconf/202447907033 | |
Published online | 18 January 2024 |
The effect of using Low-Density Polyethylene (LDPE) on the AC-WC Marshall performance
1 Department of Civil Engineering, Indonesia University of Education, Bandung, Indonesia
2 Department of Civil Engineering, Bandung State Polytechnic, Bandung, Indonesia
3 Department of Civil Engineering, Institute Polytechnic of Betano, Manufahi, Timor Leste
* Corresponding author: syahril_polban@yahoo.com
The increasing population in Indonesia has resulted in the volume of vehicle traffic increasing. This condition causes problems with the quality of road pavement which is influenced by vehicle traffic loads. The Asphalt Concrete - Wearing Course (AC-WC) layer is the second wear layer on asphalt concrete and the top layer on flexible pavement. The aim of this research is to determine the effect of adding Low-Density Polyethylene (LDPE) plastic waste on the crack value, durability and resistance of AC WC Penetration 60/70 asphalt from Marshall characteristic analysis. This research was carried out using LDPE plastic waste additives with LDPE variations of 2%, 4%, 6%, 8% and 10% with a planned asphalt (Pb) content of 5% and a total test object weight of 1200 grams. This research uses experimental and trial and error methods. From the research results, it is known that the LDPE plastic content that meets the standards is 4% plastic content with a Void In Mix (VIM) of 5%, Void in The Minerale Aggregate (VMA) 15.2%, Void Filled with Asphalt (VFA) 67.1%, Marshall stability 1036.6 Kg, flow 3 mm, and Marshall Quotient 345.5 Kg /mm. With 4% LDPE plastic content, it can increase the minimize asphalt cracking.
© The Authors, published by EDP Sciences, 2024
This is an Open Access article distributed under the terms of the Creative Commons Attribution License 4.0, which permits unrestricted use, distribution, and reproduction in any medium, provided the original work is properly cited.
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