Studi Karakteristik Evaluasi Volumetrik Marshall Campuran AC-BC Studi Kasus Material Agregat di Lawawoi Kab. Sidrap
DOI:
https://doi.org/10.55606/jsr.v2i4.3224Keywords:
AC-BC, Volumetric Marshall, Aggregate, Asphalt contentAbstract
The condition of existing pavement layers in Sidenreng Rappang Regency is generally damaged before reaching the planned age. This study aims to evaluate volumetric marshall on aggregate performance in pavement mixtures and physical properties of aggregates. Experimental methods at the Road and Asphalt Laboratory of Muhammadiyah University of Parepare based on 2018 Bina Marga general specifications. The results of the research with volumetric marshall analysis the maximum stability value of 5.5% was 1469.78 kg and the minimum 4.5% was 1175.82 kg. The maximum VMA value of 6.5% was 16.21% and the minimum 4.5% was 14.25%. The maximum VIM value of 4.5% was 5.54% and the minimum of 6.5% was 3.13%. The maximum VFB value of 6.5% was 80.73% and the minimum of 4.5% was 61.13%. The maximum flow value of 5.5% was 3.67 mm and the minimum of 6% was 3.41 mm. The maximum marshall quotient value of 5.5% was 413.64 kg/mm and the minimum of 4.5% was 323.80 kg/mm. In stability, flow, marshall quotient and VMA have met the 2018 Bina Marga General specifications at asphalt levels of 4.5%, 5.0%, 5, 5%, 6%, and 6.5%. While the VIM and VFA values do not meet the specifications at 4.5% asphalt content. This shows that material quality affects the physical properties of aggregates in the performance of pavement mixtures.
References
AASHTO T 27- 88. (1998). Sieve Analysis of Coarse and Fine Aggregates. Asphalt Materials and Mix Design Manual, 2, 19–24. https://doi.org/10.1016/b978-0-8155-1425-1.50010-0
AASTHO. (2003). 1993 Aashto Pavement Design. Evaluation, October 2001.
Ansori, A. B. (2017). Pengaruh Mutu Limbah Beton Sebagai Bahan Substitusi Agregat Kasar Pada Kualitas Campuran Asphalt Concrete-Binder Coarse (Ac-Bc). Jurnal Konstruksia, 9(1), 1–14. https://jurnal.umj.ac.id/index.php/konstruksia/article/view/2483
Asphalt Institute. (1993). Mix Design Methods for Asphalt Concrete and Other Hot- mix Type. Lexington, Kentucky, USA: Annual Series No. 2.
ASTM. (1995). Annual Book of American Society for Testing Materials Standard. USA.
Badan Standarisasi Nasional. (2004). Campuran bersapal Panas. Buku I dan II.
Bina Marga. (2003). Rsni M- 01-2003. Metode Pengujian Campuran Beraspal Panas Dengan Alat Marshall, 1–18.
Departemen Pekerjaan Umum. (1998). Spesifikasi Umum Untuk Jalan dan Jembatan, Direktorat Bina Marga.
Direktorat Jenderal Bina Marga. (2018). Spesifikasi Umum Bidang Direktorat Jenderal Bina Marga Edisi 2018 Revisi 2 Divisi 6. Kementerian Pekerjaan Umum Indonesia.
Fajar Agus Hariyadi. (2013). PENGARUH NILAI KARAKTERISTIK AGREGAT TERHADAP LAPISAN AC BC MENGGUNAKAN BATUAN DARI DESA NGARES KABUPATEN TRENGGALEK, Jurusan teknik sipil fakultas teknik universitas andalas 2013.
Farid, M. (2021). Pengaruh Ukuran Maksimum Agregat terhadap Kinerja Campuran Lapis Aspal Beton (Laston). Syntax Literate ; Jurnal Ilmiah Indonesia, 6(1), 321. https://doi.org/10.36418/syntax-literate.v6i1.2285
Kerbs, R. D., & Walker, R. D. (1971). Highway Material. Mc. Graw Hill Book Company. Virginia, USA.
Laboratorium Transportasi dan Jalan Raya. (2015). Diktat Pedoman Praktikum Aspal dan Jalan Raya, Jurusan Teknik Sipil Fakultas Teknik Universitas Islam Riau, Pekanbaru.
Misbah, M. (2017). Pengaruh Variasi Kadar Agregat Halus Terhadap Nilai Karakteristik Campuran Panas Aspal Agregat (Ac-Bc) Dengan Pengujian …. Jurnal Teknik Sipil Itp, 41–48. https://ejournal.itp.ac.id/index.php/tsipil/article/view/838
NINA SANTI ADIESTIA. (2023). PENGARUH PENGGUNAAN RECYCLED CONCRETE AGGREGATES (RCA) TERHADAP DURABILITAS CAMPURAN AC-WC. International Journal of Technology, 47(1), 100950. https://doi.org/10.1016/j.tranpol.2019.01.002%0Ahttps://doi.org/10.1016/j.cstp.2023.100950%0Ahttps://doi.org/10.1016/j.geoforum.2021.04.007%0Ahttps://doi.org/10.1016/j.trd.2021.102816%0Ahttps://doi.org/10.1016/j.tra.2020.03.015%0Ahttps://doi.org/10.1016/j.eastsj.20
Puslitbang Prasarana Transportasi. (2002). Campuran Beraspal Panas dengan Pendekatan Kepadatan Mutlak. Bandung.
Shen, D.-H., Kuo, M.-F., & Du, J.-C. (2005). Properties of gap-aggregate gradation asphalt mixture and permanent deformation. Construction and Building Materials, 19(2), 147–153. https://doi.org/https://doi.org/10.1016/j.conbuildmat.2004.05.005
SNI 03-1969-1990. (1990). Metode Pengujian Berat Jenis Dan Penyerapan Air Agregat Kasar. Bandung: Badan Standardisasi Indonesia, 1–17.
SNI 06-2489-1991. (1991). Metode Pengujian Campuran Aspal dengan Alat Marshall. Badan Standardisasi Nasional, 1, 7.
Sukirman, S. (2016). Beton Aspal Campuran Panas. In Institut Teknologi Nasional.
Waani, J. E. (2013). Evaluasi Volumetrik Marshall Campuran AC-BC (Studi Kasus Material Agregat di Manado dan Minahasa). Jurnal Teknik Sipil, 20(1), 67. https://doi.org/10.5614/jts.2013.20.1.8
Yuniarti, R., Widianty, D., Hasyim, H., Mahendra, M., Alit Karyawan, I. D. M., & Salsabila, F. F. (2023). Pengaruh Karakteristik Agregat Terhadap Nilai Indirect Tensile Strength Pada Campuran Laston. Spektrum Sipil, 10(1), 29–38. https://doi.org/10.29303/spektrum.v10i1.299
