Pemanfaatan Limbah Karet Tambal Ban (Kompon) Sebagai Bahan Tambah Pada Campuran Aspal Panas Menggunakan Metode Durasi Perendaman

Teofilus Riyandi  Sibala; Abdul. Rahim  Nurdin; Tamrin  Mallawangeng

doi:10.56326/jptsk.v3i3.3198

Authors

Teofilus Riyandi Sibala Program Studi Teknik Sipil, Fakultas Teknik, Universitas Bosowa
Abdul. Rahim Nurdin Program Studi Teknik Sipil, Fakultas Teknik, Universitas Bosowa
Tamrin Mallawangeng Program Studi Teknik Sipil, Fakultas Teknik, Universitas Bosowa

DOI:

https://doi.org/10.56326/jptsk.v3i3.3198

Keywords:

HRS-WC, Limbah Karet Ban, Perendaman Berulang

Abstract

A thin layer of asphalt concrete (lataston) is a cover layer which consist of a mixture of gap graded aggregate, filler and hard asphalt with certain ratio; which is mixed and compacted heat (within a certain minimum temperature of 124ºC), The purpose of the study is to determine the effect of addition of rubber patch on the Marshall characteristics of the hot asphalt mixture using the immersion duration method. The study uses waste rubber tires with the addition of 4%, 6%, and 8%. Samples of specimens were made as many as 48 samples, 15 normal samples, 6 remaining KAO samples and 27 variations samples. Treatment of the specimens was carried out with a duration of immersion of 7, 14 and 21 days. The manufacture of test objects is hot mixed and refers to the 2018 Bina Marga Specifications; the test was carried out with the Marshall tested equipment. The results of the test indicate that the effect of tire rubber waste as an additive in hot asphalt mixtures with the immersion duration method can result in a decrease in the value of the asphalt mixture properties.

References

Asi, I. M. (2007). Laboratory comparison study for the use of stone matrix asphalt in hot weather climates. Construction and Building Materials, 21(9), 1732–1740. https://doi.org/10.1016/j.conbuildmat.2006.05.043

Huang, Y. H. (2004). Pavement Analysis and Design (2nd ed.). Upper Saddle River, NJ: Pearson Prentice Hall.

Mashaan, N. S., Ali, A. H., Karim, M. R., & Abdelaziz, M. (2013). An overview of crumb rubber modified asphalt. International Journal of Physical Sciences, 8(5), 763–770. https://doi.org/10.5897/IJPS12.1173

Modarres, A., & Hamedi, H. (2014). Effect of waste plastic bottles on the stiffness and fatigue properties of modified asphalt mixes. Construction and Building Materials, 68, 259–267. https://doi.org/10.1016/j.conbuildmat.2014.06.005

Roberts, F. L., Kandhal, P. S., Brown, E. R., Lee, D. Y., & Kennedy, T. W. (2011). Hot Mix Asphalt Materials, Mixture Design, and Construction (3rd ed.). Lanham, MD: NAPA Research and Education Foundation.

Yoder, E. J., & Witczak, M. W. (1975). Principles of Pavement Design (2nd ed.). New York: John Wiley & Sons.

Ghavibazoo, A., & Abdelrahman, M. (2014). Composition analysis and performance evaluation of crumb rubber modified binders. International Journal of Pavement Engineering, 15(7), 619–631. https://doi.org/10.1080/10298436.2013.857675

Jiang, J., Luo, R., Li, X., & Huang, W. (2023). Environmental benefits and economic analysis of rubberized asphalt in pavement construction. Sustainability, 15(19), 14481. https://doi.org/10.3390/su151914481

Lastra-Gonzales, J. J., Calzada-Perez, M. A., & Indacoechea-Vega, I. (2021). Performance evaluation of hot mix asphalt with crumb rubber additive. Construction and Building Materials, 285, 122892. https://doi.org/10.1016/j.conbuildmat.2021.122892

Kim, Y. R., Lee, H. J., & Heitzman, M. (2010). Moisture damage evaluation of asphalt mixtures using laboratory performance tests. Construction and Building Materials, 24(11), 2171–2180. https://doi.org/10.1016/j.conbuildmat.2010.04.038

Kaloush, K. E., Biligiri, K. P., Mamlouk, M. S., & Witczak, M. W. (2002). Evaluation of dynamic modulus of asphalt mixtures using different test methods. Journal of the Association of Asphalt Paving Technologists, 71, 403–432.

Liu, Z., Li, J., Zhang, Y., & Chen, S. (2025). Durability of polymer-modified asphalt mixture with wasted tire powder and epoxy resin under tropical climate curing conditions. Polymers, 15(11), 2504. https://doi.org/10.xxxx/polymers.2025.2504 MDPI

Wang, H., Liu, X., Erkens, S., & Skarpas, A. (2020a). Experimental characterization of storage stability of crumb rubber modified bitumen with warm-mix additives. Construction and Building Materials, 249, 118840. https://doi.org/10.1016/j.conbuildmat.2020.118840

Direktorat Jendral Bina Marga. 2018. Spesifikasi Umum 2018 untuk

Pekerjaan Konstruksi Jalan dan Jembatan. Kementrian

Pekerjaan Umum dan Perumahan Rakyat : Jakarta. Direktorat jendral bina marga. 2018. Petunjuk pelaksanaan lapisan aspal beton untuk jalan raya kementrian pekerjaan umum dan perumahan rakyat. Jakarta.

Nurdin Rahim, Bahan ajar perkerasan jalan raya, jurusan sipil fakultas Teknik universitas bosowa