Pengaruh Penetration Index Terhadap Karakteristik Marshall Laston Menggunakan Limbah Styrofoam dan PVC
Abstract
The performance of road pavement is strongly determined by material used in asphalt mixture. However, it is occasionally found that asphalt used in hot mix asphalt did not fulfill softening point requirement. On the other hand, the amounts of waste styrofoam and PVC are tend to increase and need a large space for its handling. Therefore, it is necessary to improve the quality of asphalt by using waste styrofoam and PVC. This article aims to review the performance of asphalt concrete using waste styrofoam and PVC as asphalt modifier based on the value of its penetration index. Styrofoam modified asphat was made by mixing asphalt penetration grade 60/70 with 0%, 2%, 4% and 6% waste styrofoam, meanwhile the percentages of waste PVC as asphalt modifier were 1%, 2%, 3% and 4%, respectively. The properties analyzed are Marshall stabiliy, flow, Marshall Quotient, Marshall immersion and retained strength index. From the analysis, it can be concluded that the use of waste styrofoam and PVC increase modified asphalt penetration index, and its penetration index significantly affect the properties of asphalt concrete
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References
Cordova, M.R. dan Nurhati, I.S. (2019). Major Sources and Monthly Variations in the Release of Land-Derived Marine Debris from the Greater Jakarta Area, Indonesia, Scientific Reports (2019) 9:18730 | https://doi.org/10.1038/s41598-019-55065-2.
Direktorat Jenderal Bina Marga, 2013. Spesifikasi Umum Edisi 2010 Revisi 3, Kementerian Pekerjaan Umum, Jakarta.
Epps, J. A.; Sebaaly, P. E.; Penaranda, J.; Maher, M. R.; McCann, M. B. and Hand, A. J. (2000). NCHRP Report 444: Compatibility of a Test for Moisture-Induced Damage with Superpave Volumetric Mix Design, TRB National Research Council, Washington D.C.
Fang, C.; Jiao, L.; Hu, J.; Yu, Q.; Guo, D.; Zhou, X.; Yu, R. (2014). Viscoelasticity of Asphalt Modified With Packaging Waste Expended Polystyrene, Journal of Material Sciences & Technology, Vol. 30 No.9, pp. 939-943.
Farid, M. (2017). Pengaruh Ukuran Maksimum Agregat terhadap Kinerja Campuran Lapis Aspal Beton (Laston), Mataram, Tugas Akhir, Jurusan Teknik Sipil Fakultas Teknik Universitas Mataram.
Mashuri, (2009). Karakteristik Aspal Sebagai Bahan Pengikat yang ditambahkan Plastik Polyvinyl Chloride (PVC), Majalah Ilmiah Mektek Vol.11 No. 2.
Nassar, I. M.; Kabel, K. I.; Ibrahim, I. M. (2012). Evaluation of the Effect of Waste Polystyrene on Performance of Asphalt Binder, ARPN Journal of Science and Technology, Vol. 2, No. 10, pp. 927-935.
Putra, A. (2019). Pengaruh Penggunaan Styrofoam Terhadap Kinerja Campuran Aspal Beton (AC-WC), Tugas Akhir, Jurusan Teknik Sipil Fakultas Teknik Universitas Mataram.
Rahayu, R.H. (2009). Studi Karakteristik Campuran Beton Aspal Lapis Aus (AC-WC) yang Ditambahkan Plastik PVC, Fakultas Teknik Universitas Tadulako.
Rozy, F. (2019). Pengaruh Penggunaan Plastik PVC Terhadap Kinerja Campuran Aspal Beton (AC-WC), Tugas Akhir, Jurusan Teknik Sipil Fakultas Teknik Universitas Mataram.
Saleh, S.M.; Anggraini, R.; Aquina, H., (2014). Karakteristik Campuran Aspal Porus dengan Substitusi Styrofoam Pada Aspal Pen 60/70, Jurnal Teknik Sipil ITB, Vol. 21 No. 3, pp. 241-250.
Sukirman, S. (2007). Beton Aspal Campuran Panas, Bandung
Wen, G.; Zhang, Y.;, Zhang, Y.; Sun, K.; Fan, Y.; 2002. Rheological Characterization of Storage-Stable SBS-Modified Asphalts, Polymer Testing, 21(3):295-302.
Yildirim, Y.; 2007. Polymer Modified Asphalt Binders, Construction and Building Materials, 21(1):66-72.
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