Styrofoam Waste as Partial Pen 60/70 Binder Replacement in AC-BC Marshall Characteristics

Authors

  • Cinta Ayu Lestari University of Bengkulu
  • Samsul Bahri University of Bengkulu
  • Aidil Fitriansyah University of Bengkulu
  • Mawardi Mawardi University of Bengkulu
  • Fepy Supriani University of Bengkulu

DOI:

https://doi.org/10.21512/emacsjournal.v8i2.16777

Keywords:

Styrofoam waste, Pen 60/70 asphalt, AC-BC, Marshall test, asphalt modification

Abstract

Road pavements need materials that can improve asphalt mixture performance. This study analyzes styrofoam waste as a partial replacement for Pen 60/70 asphalt in Asphalt Concrete–Binder Course (AC-BC) mixtures. Styrofoam contents of 6%, 9%, and 12% by weight of asphalt (variations V1, V2, and V3) were compared with a normal mixture as the control. The styrofoam was added to hot asphalt before mixing with the aggregate (wet process). Marshall testing on three specimens per mixture covered Voids in Mineral Aggregate (VMA), Voids Filled with Asphalt (VFA), Voids in Mixture (VIM), flow, stability, Marshall Quotient (MQ), and density, following the 2025 General Specifications of the Directorate General of Highways (Direktorat Jenderal Bina Marga, 2025). The optimum asphalt content (OAC) was determined and compared with the control and specification limits. All variations met the AC-BC requirements. The OAC was 5.37% for the normal mixture and 5.12% for V1–V3, but the confirmation specimens were prepared at 5.37% (normal) and 4.87% (V1–V3), so their asphalt contents differ. Compared with the normal mixture, V1 (6% styrofoam, 94% asphalt) had higher stability (978.13 versus 896.46 kg) and MQ (303.98 versus 271.69 kg/mm), slightly lower flow (3.23 versus 3.30 mm) and VMA (14.86% versus 15.50%), and slightly higher VIM (3.94% versus 3.72%). No difference was statistically significant (ANOVA, p > 0.05), so V1 is only the most promising variation. The findings are limited to laboratory-scale Marshall results.

Dimensions

Author Biographies

Cinta Ayu Lestari, University of Bengkulu

Department of Civil Engineering, Faculty of Engineering

Samsul Bahri, University of Bengkulu

Department of Civil Engineering, Faculty of Engineering

Aidil Fitriansyah, University of Bengkulu

Department of Civil Engineering, Faculty of Engineering

Mawardi Mawardi, University of Bengkulu

Department of Civil Engineering, Faculty of Engineering

Fepy Supriani, University of Bengkulu

Department of Civil Engineering, Faculty of Engineering

References

Alnadish, A. M., Katman, H. Y. B., Ibrahim, M. R., Gamil, Y., & Mashaan, N. S. (2023). A bibliometric analysis and review on the performance of polymer-modified bitumen. Frontiers in Materials, 10, 1225830. https://doi.org/10.3389/fmats.2023.1225830

ASTM International. (2014). ASTM D4867/D4867M-09 (2014): Standard test method for effect of moisture on asphalt concrete paving mixtures. West Conshohocken, PA: ASTM International.

Azis, M. I. W., Hamsyah, & Kasmaida. (2022). Uji experimental variasi agregat halus pada campuran asphalt AC-BC. Jurnal Karajata Engineering, 2(1), 64–73.

Badan Standardisasi Nasional. (2008). SNI 2417:2008: Cara uji keausan agregat dengan mesin Los Angeles. Jakarta: BSN.

Badan Standardisasi Nasional. (2011). SNI 2433:2011: Cara uji titik nyala dan titik bakar aspal dengan alat Cleveland open cup. Jakarta: BSN.

Badan Standardisasi Nasional. (2011). SNI 2434:2011: Cara uji titik lembek aspal dengan alat cincin dan bola (ring and ball). Jakarta: BSN.

Badan Standardisasi Nasional. (2011). SNI 2441:2011: Cara uji berat jenis aspal keras. Jakarta: BSN.

Badan Standardisasi Nasional. (2011). SNI 2456:2011: Cara uji penetrasi aspal. Jakarta: BSN.

Badan Standardisasi Nasional. (2012). SNI ASTM C136:2012: Metode uji untuk analisis saringan agregat halus dan agregat kasar. Jakarta: BSN.

Badan Standardisasi Nasional. (2015). SNI 2531:2015: Metode uji densitas semen hidraulis. Jakarta: BSN.

Badan Standardisasi Nasional. (2016). SNI 1969:2016 and SNI 1970:2016: Metode uji berat jenis dan penyerapan air agregat kasar dan halus. Jakarta: BSN.

Badan Standardisasi Nasional. (2018). SNI 2489:2018: Metode uji campuran beraspal panas dengan alat Marshall. Jakarta: BSN.

Departemen Permukiman dan Prasarana Wilayah, Badan Penelitian dan Pengembangan Permukiman dan Prasarana Wilayah, & Pusat Penelitian dan Pengembangan Prasarana Transportasi. (2002). Diseminasi spesifikasi baru campuran beraspal panas dengan alat PRD. [Dissemination document]. Denpasar: Departemen Permukiman dan Prasarana Wilayah, July 2002.

Direktorat Jenderal Bina Marga. (2025). Spesifikasi umum Bina Marga 2025 untuk pekerjaan konstruksi jalan dan jembatan. Jakarta: Kementerian Pekerjaan Umum dan Perumahan Rakyat.

Faraknimela, E., Selintung, M., & Alpius. (2022). Penggunaan styrofoam sebagai bahan tambah campuran AC-BC menggunakan batu sungai Pucak Kabupaten Maros. Paulus Civil Engineering Journal, 4(4), 687–697.

Frederiko, M., Frans, J. H., & Simatupang, P. H. (2024). Perbandingan nilai Marshall dan biaya pada variasi garis gradasi atas, tengah, dan bawah pada campuran AC-Binder Course gradasi agregat gabungan. Konteks, 18, 1–9.

Gökalp, İ. (2022). Green and sustainable production of waste styrofoam-modified bitumen: A laboratory-based investigation on physical, rheological properties, and storage stability. Polymer Bulletin, 79(9), 7989–8008. https://doi.org/10.1007/s00289-022-04253-8

Kurniasari, F. D., Ruslaini, & Mahyar, H. (2022). Pemanfaatan limbah styrofoam untuk substitusi aspal Pen 60/70 pada Laston dengan metode pencampuran basah dan kering. Serambi Engineering, 7(1), 2625–2630.

Lastra-González, P., Lizasoain-Arteaga, E., Castro-Fresno, D., & Flintsch, G. (2022). Analysis of replacing virgin bitumen by plastic waste in asphalt concrete mixtures. International Journal of Pavement Engineering, 23(8), 2621–2630. https://doi.org/10.1080/10298436.2020.1866760

Mahida, S., Shah, Y. U., Sangita, & Mehta, P. (2023). Rheological evaluation of bitumen binders with polystyrene waste. International Journal of Pavement Research and Technology, 16(6), 1352–1363. https://doi.org/10.1007/s42947-022-00201-x

Mahida, S., Shah, Y. U., & Sharma, S. (2021). Analysis of the influence of using waste polystyrene in virgin bitumen. International Journal of Pavement Research and Technology. https://doi.org/10.1007/s42947-021-00041-1

Marbun, R. F., Sarwono, D., & Sumarsono, A. (2022). Studi komparatif karakteristik Marshall menggunakan aspal modifikasi AS Pen 60/70 dengan penambahan 1,5% styrofoam terhadap campuran AC-WC. Jurnal Matriks Teknik Sipil, 10(2), 106–114.

Nciri, N., Shin, T., & Cho, N. (2020). Towards the use of waste expanded polystyrene as potential modifier for flexible road pavements. Materials Today: Proceedings, 24, 763–771. https://doi.org/10.1016/j.matpr.2020.04.384

Pemerintah Republik Indonesia. (2006). Peraturan Pemerintah Republik Indonesia Nomor 34 Tahun 2006 tentang Jalan. Jakarta.

Ramadan, K. Z., Al-Khateeb, G. G., & Taamneh, M. M. (2020). Mechanical properties of styrofoam-modified asphalt binders. International Journal of Pavement Research and Technology, 13(2), 205–211. https://doi.org/10.1007/s42947-019-0102-4

Sampe, D. N., Alpius, & Elizabeth. (2022). Pengaruh styrofoam sebagai bahan tambah campuran AC-BC batu sungai Tetean Kabupaten Mamasa. Paulus Civil Engineering Journal, 4(2), 200–207.

Tisnawan, R., Husaini, R. R., Yazid, M., & Saventina, E. M. (2025). Analisis karakteristik Marshall dari campuran aspal beton lapis aus (AC-WC) dengan penambahan limbah styrofoam (polystyrene) pada aspal penetrasi 60/70. Impression: Jurnal Teknologi dan Informasi, 4(1), 83–89.

Vila-Cortavitarte, M., Lastra-González, P., Calzada-Pérez, M. Á., & Indacoechea-Vega, I. (2018). Analysis of the influence of using recycled polystyrene as a substitute for bitumen in the behaviour of asphalt concrete mixtures. Journal of Cleaner Production, 170, 1279–1287. https://doi.org/10.1016/j.jclepro.2017.09.232

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Published

2026-10-31

How to Cite

Lestari, C. A., Bahri, S., Fitriansyah, A., Mawardi, M., & Supriani, F. (2026). Styrofoam Waste as Partial Pen 60/70 Binder Replacement in AC-BC Marshall Characteristics. Engineering, MAthematics and Computer Science Journal (EMACS), 8(2), 239–252. https://doi.org/10.21512/emacsjournal.v8i2.16777

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