Durability Experiment Of Pg70 Modified Asphalt Using Portland Cement As Filler On Marshall Test

Elda Agustina; Mira Wisman; Y Martono Hadi

doi:10.30736/cvl.v8i2.1080

Authors

Elda Agustina Malahayati University
Mira Wisman Malahayati University
Y Martono Hadi Malahayati University

DOI:

https://doi.org/10.30736/cvl.v8i2.1080

Keywords:

Asphalt modification, Portland cement filler, Marshall test, Asphalt durability

Abstract

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.

Downloads

Download data is not yet available.

References

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.