Evaluasi Kinerja Campuran 100% Aspal Daur Ulang Menggunakan Waste Engine Oil Sebagai Bahan Peremaja dan Ground Granulated Blast Furnace Slag Sebagai Filler
DOI:
https://doi.org/10.29103/tj.v16i2.1374Keywords:
RAP, WEO, GGBFS, Marshall test, Rejuvenator, Volumetric, ITSAbstract
Abstrak
Penggunaan 100% Reclaimed Asphalt Pavement (RAP) pada campuran aspal panas menawarkan potensi besar dalam penghematan material dan pengurangan dampak lingkungan, namun terhambat oleh penuaan binder yang meningkatkan kekakuan dan kerentanan terhadap retak. Kajian kombinasi bahan peremaja berbasis limbah dengan filler industri pada campuran 100% RAP masih sangat terbatas. Penelitian ini mengevaluasi pengaruh sinergis Waste Engine Oil (WEO) sebagai peremaja dengan variasi 0%, 5%, 10%, 15%, dan 20%, serta Ground Granulated Blast Furnace Slag (GGBFS) sebagai filler dengan variasi 0%, 25%, 50%, 75%, dan 100% terhadap kinerja campuran 100% RAP. Pengujian dilakukan menggunakan metode Marshall (ASTM D6927) dan Indirect Tensile Strength/ITS (ASTM D6931) pada 99 sampel. Hasil menunjukkan WEO meningkatkan fleksibilitas campuran, sedangkan GGBFS meningkatkan stabilitas dan Marshall Quotient (MQ). Nilai VIM menurun seiring penambahan WEO dan GGBFS, sementara VMA memenuhi batas standar. Kinerja optimum dicapai dengan kombinasi 10% WEO dan 100% GGBFS dengan stabilitas 704,90 kg, MQ 321,73 kg/mm, flow 2,4 mm, dan ITS 716,32 kPa, meningkat 44,8% dibandingkan dengan campuran tanpa GGBFS.
Kata kunci: RAP, WEO, GGBFS, Uji Marshall, Peremaja, Volumetrik, ITS
Abstract
The use of 100% Reclaimed Asphalt Pavement (RAP) in hot-mix asphalt offers significant potential for material conservation and environmental sustainability, yet is constrained by binder ageing that increases brittleness and susceptibility to cracking. Studies on combined waste-based rejuvenators and industrial by-product fillers in100% RAP mixtures remain limited. This study evaluates the synergistic effect of Waste Engine Oil (WEO) as a rejuvenator at dosages of 0%, 5%, 10%, 15%, and 20%, and Ground Granulated Blast Furnace Slag (GGBFS) as a filler at subsitution levels of 0%, 25%, 50%, 75%, and 100% RAP mixture performance. Tests were conducted using the Marshall method (ASTM D6927) and indirect tensile strength/ITS (ASTM D6931) on 99 specimens. WEO increased mix flexibility indicated by higher flow values, while GGBFS improved stability and Marshall Quotient (MQ). VIM decreased as WEO and GGBFS content increased, while VMA met the standard thresholds. Optimum performance was obtained at 10% WEO and 100% GGBFS, yielding stability of 704.90 kg, MQ of 321.73 kg/mm, a flow of 2.4 mm, and an ITS of 716.32 kPa, a 44,8% improvement over the mixture without GGBFS.
Keywords: RAP, WEO, GGBFS, Marshall test, Rejuvenator, Volumetric, ITS
References
Al-Saffar, Z.H. et al. (2021) “A review on the durability of recycled asphalt mixtures embraced with rejuvenators,” Sustainability (Switzerland). MDPI. Available at: https://doi.org/10.3390/su13168970.
ASTM International (2015) ASTM D6927: Standard Test Method for Marshall Stability and Flow of Asphalt Mixtures.
ASTM International (2017a) “ASTM C117 – Standard Test Method for Materials Finer than 75-µm (No. 200) Sieve in Mineral Aggregates by Washing.” West Conshohocken, PA, USA: ASTM International.
ASTM International (2017b) ASTM D6931 – Standard Test Method for Indirect Tensile (IDT) Strength of Asphalt Mixtures. West Conshohocken, PA, USA.
Chegenizadeh, A. et al. (2022) “Effects of Ground-Granulated Blast-Furnace Slag Used as Filler in Dense Graded Asphalt,” Applied Sciences (Switzerland), 12(6). Available at: https://doi.org/10.3390/app12062769.
Direktorat Jendral Bina Marga (2018) Spesifikasi Umum Bina Marga 2018 (Revisi 2). Jakarta.
ELTWATİ, A. et al. (2022) “Effects of waste engine oil and crumb rubber rejuvenator on the performance of 100% RAP binder,” Journal of Innovative Transportation, 3(1), pp. 8–15. Available at: https://doi.org/10.53635/jit.1072888.
Hameed, M.A. and Al-Hdabi, A. (2023) “Impact of Engine Oil as a Rejuvenator on the Properties of RAP Containing Asphalt Mixtures,” E3S Web of Conferences. EDP Sciences. Available at: https://doi.org/10.1051/e3sconf/202342703035.
Hand, A.J.T. et al. (2022) “Evaluation of Low Volume Roads Surfaced with 100% RAP Millings,” Materials, 15(21). Available at: https://doi.org/10.3390/ma15217462.
Jia, X. et al. (2015) “Influence of Waste Engine Oil on Asphalt Mixtures Containing Reclaimed Asphalt Pavement,” Journal of Materials in Civil Engineering, 27(12). Available at: https://doi.org/10.1061/(asce)mt.1943-5533.0001292.
Mamun, A.A. and Al-Abdul Wahhab, H.I. (2018) “Evaluation of Waste Engine Oil-Rejuvenated Asphalt Concrete Mixtures with High RAP Content,” Advances in Materials Science and Engineering, 2018. Available at: https://doi.org/10.1155/2018/7386256.
Mariyappan, ranjitham, Palammal, J.S. and balu, S. (2025) “Enhancing RAP-Based Pavement Layers with Industrial Byproduct Blends for Improved Performance and Sustainability.” Available at: https://doi.org/10.21203/rs.3.rs-6961746/v1.
Naser, M. et al. (2023) “Improving the Mechanical Properties of Recycled Asphalt Pavement Mixtures Using Steel Slag and Silica Fume as a Filler,” Buildings, 13(1). Available at: https://doi.org/10.3390/buildings13010132.
Ochoa-Ambriz, L. et al. (2022) “Rheological Evaluation of Softened Binders Blended with Aged Asphalt Selected with a High-Temperature Mixing Chart,” Materials, 15(5). Available at: https://doi.org/10.3390/ma15051775.
Osharkhresna, O.D. (2019) Pengaruh Penggunaan Ground Granulated Blast Furnace Slag Sebagai Pengganti Sebagian Semen Terhadap Sifat Mekanis Beton Serat.
Sani, W.N.H.M. et al. (2023) “Waste motor engine oil – the influence in warm mix asphalt,” Jurnal Pendidikan Teknologi Kejuruan, 6(4), pp. 248–255. Available at: https://doi.org/10.24036/jptk.v6i4.34623.
Senevirathne, P.K.V.M., Kataware, A. and Saha, G. (2025) “Impact of Ground Granulated Blast-Furnace Slag as Filler on Performance of Asphalt Mixtures,” RILEM Bookseries. Springer Science and Business Media B.V., pp. 519–526. Available at: https://doi.org/10.1007/978-3-031-70281-5_58.
Tran, N.H. et al. (2012) NCAT Report 12-05 Effect of Rejuvenator on Performance Properties of HMA Mixtures With High Rap And Ras Contents.
Wang, H. et al. (2011) “Effect of Mineral Filler Characteristics on Asphalt Mastic and Mixture Rutting Potential,” Transportation Research Record 2208 [Preprint].
Zaumanis, M., Mallick, R.B. and Frank, R. (2016) “100% Hot Mix Asphalt Recycling: Challenges and Benefits,” Transportation Research Procedia. Elsevier B.V., pp. 3493–3502. Available at: https://doi.org/10.1016/j.trpro.2016.05.315.
Zhang, J. et al. (2022) “Maximizing the Application of RAP in Asphalt Concrete Pavements and Its Long-Term Performance: A Review,” Polymers. MDPI. Available at: https://doi.org/10.3390/polym14214736.
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