Durability Experiment Of Pg70 Modified Asphalt Using Portland Cement As Filler On Marshall Test
Keywords:Asphalt modification, Portland cement filler, Marshall test, Asphalt durability
Road pavement commonly undergoes damage due to factors such as heavy traffic loads, weather conditions, temperature variations, and inadequate construction practices. To enhance the strength of pavement structures, the utilization of asphalt mixtures with new specifications, particularly PG 70 modified asphalt, becomes essential. The main objective of this study is to assess the durability of the asphalt after 7, 14, 21, and 28 days in terms of Marshall parameters. This experimental research involves creating an initial sample consisting of 12 specimens with asphalt contents of 4.5%, 5%, 5.5%, and 6% to determine the Optimum Asphalt Content (KAO). The samples are subsequently immersed for 30 minutes at a temperature of 60°C. Next, three test specimens are prepared for each planned asphalt content to undergo immersion for 7, 14, 21, and 28 days. The study reveals that the planned KAO is obtained at 6%, and after immersion for 7, 14, 21, and 28 days, the average durability values are 100%, 126.9%, 115.4%, and 127.4%, respectively. Therefore, it can be concluded that the incorporation of Portland cement improves resistance against mixture damage caused by continuous water immersion and enhances the durability value as the immersion period increases.
D. Purwadi, Buku Ajar Rekayasa Jalan Raya 2 (Perkerasan Jalan). Universitas Diponegoro, Semarang. Semarang, 2008.
P. K. Ronald Fabrice, S. O. Abejide, J. A. Adedeji, and M. M. Hassan Mostafa, “Evaluating the Performance of Warm Mix Asphalt Incorporating Recycled Asphalt Pavement Treated Bases,” Transportation Research Procedia, vol. 45, pp. 716–723, 2020, doi: 10.1016/j.trpro.2020.02.106.
S. Sukirman, “Beton Aspal Campuran Panas. Nova, Bandung.” Bandung, 2003.
V. Žuraulis, H. Sivilevi?ius, E. Šabanovi?, V. Ivanov, and V. Skrickij, “Variability of Gravel Pavement Roughness: An Analysis of the Impact on Vehicle Dynamic Response and Driving Comfort,” Applied Sciences, vol. 11, no. 16, p. 7582, Aug. 2021, doi: 10.3390/app11167582.
H. Zhang, M. Gong, D. Gao, T. Yang, and Y. Huang, “Comparative analysis of mechanical behavior of composite modified asphalt mixture based on PG technology,” Constr Build Mater, vol. 259, p. 119771, Oct. 2020, doi: 10.1016/j.conbuildmat.2020.119771.
S. Sukirman, “Dasar-dasar Perencanaan Geometrik Jalan. Granit.” Jakarta, 1999.
Y. Sun, L. Chu, Y. Cheng, F. Chi, C. Zhang, and P. Sun, “Water Stability Improvement of Acid Fine Aggregate-Based Asphalt Concrete,” Fluid Dynamics & Materials Processing, vol. 19, no. 8, pp. 2171–2180, 2023, doi: 10.32604/fdmp.2023.026892.
A. H.N, “Highway Materials, Soils and Concretes, 3th Edition.” Prentice Hall, New Jersey, 1997.
D. S, “Aspal Modifikasi Dengan Penambahan Plastik Low Liniear Density Poly Ethylene (Lldpe) Dintinjau Dari 3 Karakteristik Marshall Dan Uji Penetrasi Pada Lapisan Aspal Beton (Ac-Bc). Skripsi: Jurusan Teknik Sipil Fakultas Teknik Universitas Tadulako Palu.,” p. 9 hal., 2016.
D. PU, “Spesifikasi Umum Dinas Pekerjaan Umum Bina Marga Provinsi Lampung. Pemerintah Provinsi Lampung,.” Bandar Lampung, 2018.
Z. Abidin, B. Bunyamin, and F. D. Kurniasarir, “Uji Marshall Pada Campuran AC-WC Dengan Substitusi Filler,” Jurnal Serambi Engineering, vol. 6, no. 1, Jan. 2021, doi: 10.32672/jse.v6i1.2653.
A. K. A. L. Mukhtari, “Karakteristik Campuran Beton Aspal Ac-Wc Menggunakan Variasi Kadar Filler Abu Sekam Padi Dan Fly Ash Dengan Uji Marshall Dan Uji Wheel Tracking.” Universitas Mercu Buana Jakarta, 2018.
E. D. L. Bancin, K. Lubis, and N. Mahda, “Pengaruh Penggunaan Tanah Merah Sebagai Filler Pada Campuran Aspal Ac-Bc Terhadap Nilai Marshall,” Journal Of Civil Engineering Building And Transportation, vol. 5, no. 1, pp. 17–25, 2021.
H. Haris, “Analisis Pengujian Stabilitas dan Durabilitas Campuran Aspal dengan Tes Perendaman,” Jurnal Linears, vol. 2, no. 1, pp. 33–47, 2019.
H. I. et al, “Analisis Stabilitas Dan Durabilitas Campuran Pada Aspal Modifikasi Menggunakan Polimer LDPE,” vol. 8, no. 2, p. 2019, 2019.
O. M. Ogundipe, “Marshall stability and flow of lime-modified asphalt concrete,” Transportation Research Procedia, vol. 14, pp. 685–693, 2016.
A. I. Candra, S. W. Mudjanarko, Y. C. S. Poernomo, and P. Vitasmoro, “Analysis of the ratio of coarse aggregate to porous asphalt mixture,” in Journal of Physics: Conference Series, IOP Publishing, 2020, p. 42029.
H. S.L, “Perencanaan Teknik Jalan Raya. Jurusan Teknik Sipil Politeknik Negeri Bandung.” Bandung.
H. Nofrianto, W. Wahab, N. Syofian, and S. Wardi, “Kajian Bahan Pengisi ( Filler ) Pada Campuran Panas Aspal Agregat ( AC-BC ),” Lppm Umsb, vol. XV, no. 01, pp. 56–66, 2021.
M. Baharudin, “Pengaruh Penggunaan Semen Portland Dan Batu Andesit Sebagai Filler Terhadap Perilaku Campuran Split Mastic Asphalt”.
A. Golalipour, V. Veginati, and D. J. Mensching, “Evaluation of asphalt mixture performance using cracking and durability tests at a full-scale pavement facility,” Transportation Research Record, vol. 2675, no. 11, pp. 226–236, 2021.
Putrowijoyo, “Kajian Laboratorium Sifat Marshall Dan Durabilitas Asphalt Concrete - Wearing Course ( Ac-Wc ) Dengan Membandingkan Penggunaan Antara Semen Portland Dan Abu Batu Sebagai Filler,” Construction and Building Materials, vol. 6, no. March, pp. 116–123, 2006.
M. Nouman, Z. Maqbool, S. Ali, and A. Saleem, “Performance evaluation of wearing course asphalt mixes based on resilient modulus, indirect tensile strength and marshall stability,” International Journal of Pavement Research and Technology, vol. 15, no. 1, pp. 63–72, 2022.
V. P. de De Freitas and J. M. P. Q. Delgado, Durability of building materials and components, vol. 3. Springer, 2013.
G. R. Kemp and G. B. Sherman, “Significant studies on asphalt durability: California experience,” Transportation Research Record, vol. 999, pp. 36–41, 1984.
How to Cite
Copyright (c) 2023 Elda Agustina Elda Agustina, Mira Wisman, Y Martono Hadi
This work is licensed under a Creative Commons Attribution-ShareAlike 4.0 International License.
Authors who publish in this journal agree to the following terms:
- Copyright on any article is held by the author.
- The author grants the journal first publication rights with the work licensed concurrently under a Creative Commons Attribution License that allows others to share the work with an acknowledgment of authorship and initial publication of the work in this journal.
- Authors may make separate, additional contractual arrangements for the non-exclusive distribution of the journal's published version of that journal (for example, posting it to an institutional repository or publishing it in a book), with an acknowledgment of its initial publication in this journal.
- Authors are permitted and encouraged to post their work online (for example, in an institutional repository or on their website) before and during the submission process, as doing so can lead to productive exchange, as well as earlier and greater citation of the published work. .
- Published articles and related materials distributed under a Creative Commons Attribution-ShareAlike 4.0 International License
Civilla (Jurnal Teknik Sipil Universitas Islam Lamongan) by Universitas Islam Lamongan is licensed under a Creative Commons Attribution-ShareAlike 4.0 International License.
Based on a work at https://jurnalteknik.unisla.ac.id/index.php/CVL/index