Analisis kinerja mekanik dan volumetrik campuran AC-WC dengan metode pemadatan marshall dan gyratory


Date Published : 30 July 2026
paper-cover

Contributors

Giri Widhiatmoko

Universitas Islam Indonesia
Correspondence Author

DOI

ISBN

2962-2697

Keywords

AC-WC Marshall Gyratory Kinerja Mekanik Volumetrik

Proceeding

Track

General Track

License

Copyright (c) 2026 CE ReForm

Creative Commons License

This work is licensed under a Creative Commons Attribution-NonCommercial-NoDerivatives 4.0 International License.

Abstract

The increasing number of motor vehicles in Indonesia has driven the need for stronger and higher-performance road infrastructure. One of the most important factors in asphalt concrete mix design is the compaction process, as it significantly affects the mechanical and volumetric characteristics of the mixture. The Marshall compaction method has long been used as a conventional standard; however, the Gyratory compaction method has emerged as a more modern alternative due to its ability to simulate field compaction conditions more realistically through a combination of vertical pressure and rotational motion. This study aimed to analyze the differences in the mechanical and volumetric characteristics of AC-WC mixtures using Marshall and Gyratory compaction methods. The research was conducted experimentally at the Highway Laboratory of Universitas Islam Indonesia through several stages, including literature review, testing of aggregate and asphalt characteristics, specimen preparation based on compaction type, and Marshall characteristic testing. The results showed that the Gyratory compaction method produced better mechanical characteristics than the Marshall method, indicated by a 16.68% increase in stability value and a 4.9% decrease in flow value. In terms of volumetric characteristics, Gyratory compaction resulted in lower VITM and VMA values and higher VFWA values, indicating that the mixture became denser, more homogeneous, more stable, and more representative of field compaction conditions compared to the Marshall compaction method.

References

Direktorat Jendral Bina Marga. 2018. Spesifikasi Umum 2018 Untuk Pekerjaan Konstruksi Jalan dan Jembatan (Revisi 3). Jakarta., Indonesia.
Lokesh, Y., Dr. M. S. Amarnath, D. M. S. A., & Dr. Manjesh. L, D. M. L. (2011). A Comparative Study on The Effect of Compaction on Strength and Physical Properties of Stone Matrix Asphalt Compacted by Marshall Compaction and Superpave Gyratory Compaction Methods. Indian Journal of Applied Research, 4(7), 209–211. https://doi.org/10.15373/2249555x/july2014/64
Putra, M. T., Destania, H. R., & Febryandi, F. (2023). Analisis Karakteristik Marshall Campuran Aspal Modifikasi pada Asphalt Concrete – Wearing Course (AC – WC) dengan Penambahan Serbuk Ban Kendaraan. Jurnal Teknik Sipil, 19(2), 335–350. https://doi.org/10.28932/jts.v19i2.5580
Ruth, B.E. and R.C. West. 1995. Compaction and Strength of Stone Matrix Asphalt Mixtures in the Gyratory Testing Machine, Proceedings, Assocciation of Asphalt Paving Technology, Vol. 64, pp. 33 – 45.
Sarsam, S. I., & Jumaah, M. K. (2016). Modeling of Comparative Performance of Asphalt Concrete under Hammer, Gyratory, and Roller Compaction. Journal of Engineering, 22(11), 1–15. https://doi.org/10.31026/j.eng.2016.11.01
Widhiatmoko, G. (2025). Studi Perbandingan Karakteristik Campuran Superpave dengan Penambahan Serbuk Ban Karet pada Aspal Pen 60/70 dan Aspal PG70 Menggunakan Metode Pemadatan Marshall dan Gyratory (Tesis).

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How to Cite

Analisis kinerja mekanik dan volumetrik campuran AC-WC dengan metode pemadatan marshall dan gyratory. (2026). CE ReForm, 6(1), 272-282. https://doi.org//kctxz031