ANALISIS STABILITAS DAN KONSISTENSI CAMPURAN ASPAL SLURRY SEAL DENGAN PENAMBAHAN ABU AMPAS TEBU
Abstract
Road maintenance through the addition of surface layer thickness is costly because it involves the use of various and large amounts of materials, labor, and tools. The use of slurry seals can improve pavement uniformity by reducing roughness and grooves, covering the pavement surface, and repairing roughness without the need for resurfacing. In this research, bagasse ash was used as a filler in the slurry seal mixture, and several tests were carried out including consistency test, setting time test, and Marshall Test. The addition of bagasse ash by 25% to 100% in the slurry seal mixture shows an influence on the decreasing consistency value, due to the characteristics of bagasse ash which tends to absorb water. In addition, the setting time becomes faster due to the increased workability of the mixture and the bonding reaction between cationic emulsion asphalt with cement filler and bagasse ash which accelerates the bonding process. The Marshall test results showed an increase in stability value caused by the silica (SiO₂) content in bagasse ash. Meanwhile, the flow value decreased due to the larger volume of bagasse ash granules, which filled the gaps between aggregates and made the mixture denser with lower deformation.References
A. Izadi, M. Zalnezhad, P. B. Makerani, and H. Zalnezhad, “Mix Design and Performance Evaluation of Coloured Slurry Seal Mixture Containing Natural Iron Oxide Red Pigments,” Road Material and Pavement Design, vol. 23, no. 4, pp. 907–924, 2022.
H. M. Syarkawi, “Pemanfaatan Abu Ampas Tebu sebagai Bahan Subsitusi Filler terhadap Karakteristik Campuran Aspal Beton,” Majalah Ilmiah Al-Jibra, vol. 12, no. 39, Apr. 2011.
Kementerian Pekerjaan Umum dan Perumahan Rakyat, Spesifikasi Umum Bina Marga 2018 untuk Pekerjaan Konstruksi Jalan dan Jembatan (Revisi 2). Jakarta, 2018.
SNI 1970-2008, Cara Uji Berat Jenis dan Penyerapan Air Agregat Halus. Jakarta, 2008.
Kementerian Pekerjaan Umum dan Perumahan Rakyat, Pedoman Perancangan dan Pelaksanaan Lapis Penutup dengan Bubur Aspal Emulsi (Emulsified Asphalt Slurry Seal). Jakarta, 2015.
X. Hu, X. Jiang, and P. Pan, “Effect of sample setting time on experimental evaluation of hot mix asphalt,” Constr Build Mater, vol. 152, pp. 375–385, Oct. 2017, doi: 10.1016/j.conbuildmat.2017.07.012.
A. Taufik, “Tinjauan Setting Time pada Slurry Seal yang Menggunakan Semen dan Kapur,” Forum Teknik, vol. 23, no. 1, Mar. 1999.
V. P. Le, M. P. Bui, Q. P. Nguyen, H. L. Vo, and V. Du Nguyen, “Marshall and Balanced mix design in determining the asphalt content for hot mix asphalt mixture: A comparative study,” Case Studies in Construction Materials, vol. 21, Dec. 2024, doi: 10.1016/j.cscm.2024.e03753.
S. Sukirman, Beton Aspal Campuran Panas. Jakarta: Granit, 2003.
SIGMA TEKNIKA menggunakan perjanjian lisensi eksklusif. Penulis akan mempertahankan hak cipta bersama hak penggunaan ilmiah dan Universitas Riau Kepulauan akan diberikan hak penerbitan dan distribusi.
Akses penulis terbuka mempertahankan hak cipta dari makalah mereka, dan semua artikel terbuka didistribusikan di bawah syarat-syarat Lisensi Pengaitan Creative Commons (CC-BY), yang memungkinkan orang lain mendistribusikan dan menyalin artikel asalkan karya asli dikutip dengan benar.
Pengguna tidak dapat mewakili penulis sebagai dukungan adaptasi artikel mereka, dan tidak mengubah artikel sedemikian rupa untuk merusak kehormatan atau reputasi penulis.
SIGMA TEKNIKA uses an exclusive license agreement. The author will defend the copyright along with the scientific use rights and Riau Kepulauan University will be given the rights to issue and distribute.
Open author access retains the copyright of their paper, and all open articles are distributed under the terms of the Creative Commons Attribution License (CC-BY), which allows others to distribute and copy articles provided the original work is properly quoted.
Users cannot represent authors as support for the adaptation of their articles and do not change articles in such a way as to damage the honor or reputation of the author.