Pengaruh Karet Remah Terhadap Stabilitas Campuran Beraspal Laston AC-WC Menggunakan Metode Dry Mix The Effect of Crumb Rubber on the Stability of Asphalt AC-WC Asphalt Mix Using the Dry Mix Method
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Roads must have the appropriate mix of thickness and design to protect the subgrade from damage and to accommodate the load pressure on the road. The purpose of this research is to investigate the effects of adding crumb rubber to the hot asphalt mixture of the Laston AC-WC type. The research was conducted in two stages, involving the creation of test specimens. In the first stage, the bitumen content of the specimens included 5%, 5.5%, 6%, 6.5%, and 7%. In the second stage, In the second stage, crumb rubber was added to the mixture at percentages: 0%, 5%, 10%, 15%, and 20%. The crumb rubber was mixed using the dry mix method. Several parameters were considered based on the results of the Marshall Test, in accordance with the General Highways specifications (VFA, VIM, VMA, Stability, Meltability and MQ). characteristics analysis aims to determine the impact of crumb rubber content on the elasticity, durability, and other properties of the asphalt mixture. Of all the variations of the hot mix asphalt type Laston AC-WC mixed with crumb rubber; the optimum level of crumb rubber mixture was obtained at 5% for the hot mix asphalt type Laston AC-WC. From the research results, when 5% crumb rubber was added to the asphalt mixture, the following values were obtained: 856.1 kg stability, 3.07 mm flow and 290.40 kg/mm MQ. In contrast, the stability value of hot asphalt concrete asphalt concrete type AC-WC with 5% asphalt has 813.7 kg stability, 3.03 mm flow and 268.30 kg/mm MQ.
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Bahruddin, Wiranata, A., Malik, A., Kumar, R., & Permata, D. S. (2019). Pembuatan Aspal Modifikasi Polimer Berbasis Karet Alam Tanpa dan Dengan Mastikasi. Prosiding Seminar Nasional Hasil Litbangyasa Industri II, 2(2), 260–269. http://202.47.80.55/pmbp/article/view/5494
Bressi, S., Fiorentini, N., Huang, J., & Losa, M. (2019). Crumb rubber modifier in road asphalt pavements: State of the art and statistics. Coatings, 9(6). https://doi.org/10.3390/COATINGS9060384
Departemen Pekerjaan Umum Direktorat Jenderal Bina Marga Divisi 6 Revisi 1. (2018). Spesifikasi Umum Bina Marga
Hardiyatmo, H. C. (2017): Perancangan Perkerasan jalan & Penyelidikan Tanah, Gadjah Mada University Press, Yogyakarta
Hariyadi, H., Pratama, Y., Sigit, S., Fadhilah, L., Maryunani, W. P., & Sudarno, S. (2018). Pengaruh Ukuran Crumb Rubber Mesh #80 dan Mesh #120 (Serbuk Limbah Ban Karet) pada Penambahan Campuran Laston untuk Perkerasan Jalan. Reviews in Civil Engineering, 2(2), 82–85. https://doi.org/10.31002/rice.v2i2.948
Hassan, N. A., Airey, G. D., Jaya, R. P., Mashros, N., & Aziz, M. A. (2014). A review of crumb rubber modification in dry mixed rubberised asphalt mixtures. Jurnal Teknologi, 70(4), 127–134. https://doi.org/10.11113/jt.v70.3501
Kementrian Pekerjaan Umum dan Perumahan Rakyat. (2017). Manual Desain Perkerasan Jalan No. 02/M/BM/2017. Jakarta: Direktorat Jendral Bina Marga.
Kementerian Pekerjaan Umum dan Perumahan Rakyat. (2017). Spesifikasi Khusus Aspal Karet Padat dan Cair. Bandung: Pusat Penelitian dan Pengembangan Jalan dan Jembatan.
Mulyani, S., Nono, N., & Suaryana, N. (2019). Kajian Penambahan RejIRE pada Aspal Modifikasi Crumb Rubber serta Kinerjanya pada Campuran Beraspal Panas. Media Komunikasi Teknik Sipil, 24(2), 148. https://doi.org/10.14710/mkts.v24i2.18996
Nunung Martina, Muhammad Fathur Rouf Hasan, dan Yanuar Seiawan. (2019). Pengaruh Serbuk Ban Bekas Sebagai Campuran Agregat Halus Pada Campuran Aspal Porous. Jurnal Wahana TEKNIK SIPIL Depok: Universitas Indonesia, Volume 24 No.2.
Pataras, M., Dewi, R., Prasetya, A. D., & Bazidno, F. D. (2017). Pemanfaatan Karet Mentah Pada Flexible Pavement Laston Ac-Wc Dan Lataston Hrs-Wc. Cantilever, 6(1). https://doi.org/10.35139/cantilever.v6i1.51
Picado-Santos, L. G., Capitão, S. D., & Dias, J. L. F. (2019). Crumb rubber asphalt mixtures by dry process: Assessment after eight years of use on a low/medium trafficked pavement. Construction and Building Materials, 215, 9–21. https://doi.org/10.1016/j.conbuildmat.2019.04.129
Purnomo, Wahyu, Berry Evaldo dan Latif Budi. (2014). Pemanfaatan Karet remah (Type Rubber) Sebagai Aditif pada Aspal Modifikasi Polimer. The 17th FSTPT of International Symposium, Universitas Jember, Jember, 22-24 Agustus 2014.
Senolinggi. 2018. “Pengaruh Penambahan serbuk Karet remah Menggunakan Filler Abu Sekam Padi pada Asphalt Concrete – Wearing Course di Tinjau dari Karakteristik Marshall”. Skripsi. Fakultas Teknik Sipil dan Perencanaan Institut Teknologi Malang.
Sukirman, S. 1999. Perkerasan Lentur Jalan Raya. Penerbit Nova: Bandung
Suryono, J., Karminto, & Arifan. (2019). Pengaruh Crumb Rubber Dengan Material Lokal Serta Filler Batu Laterit Terhadap Nilai Marshall Asphall Concrete – Binder Course (Ac-Bc). Prosiding Seminar Nasional Teknologi V, 39–50.
Syahputra, D., Subagio, B. S., & Hariyadi, E. S. (2020). Asphalt Concrete – Wearing Course (Ac-Wc) With Crumb Rubber Mixture Performance Evaluation. Jurnal Teknik Sipil, 26(3), 223. https://doi.org/10.5614/jts.2019.26.3.5
Tai Nguyen, H. T., & Nhan Tran, T. (2018). Effects of crumb rubber content and curing time on the properties of asphalt concrete and stone mastic asphalt using dry process. International Journal of Pavement Research and Technology, 11(3), 236–244. https://doi.org/10.1016/j.ijprt.2017.09.014
Wulandari, P. S., & Tjandra, D. (2019). The use of crumb rubber for replacing fine aggregate in cold mixture asphalt. IOP Conference Series: Materials Science and Engineering, 615(1). https://doi.org/10.1088/1757-899X/615/1/012119
Wulandari, P. S., Kertorahardjo, K., Thesman, A., & Tjandra, D. (2019). Effect of Crumb Rubber as Fine Aggregate Replacement in Cold Mixture Asphalt. Civil Engineering Dimension, 21(2), 107–112. https://doi.org/10.9744/ced.21.2.107-112
Wen, Y., Wang, Y., Zhao, K., & Sumalee, A. (2017). The use of natural rubber latex as a renewable and sustainable modifier of asphalt binder. International Journal of Pavement Engineering, 18(6), 547–559. https://doi.org/10.1080/10298436.2015.1095913
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