Perbandingan Kadar Aspal JMF dan Lapangan Melalui Pengujian Ekstraksi Metode Reflux Campuran AC-WC
DOI:
https://doi.org/10.52722/ehqsc281Keywords:
AC-WC, , Extraction, Asphalt contentAbstract
Asphalt content refers to the weight percentage of asphalt contained in an asphalt concrete mix or asphalt mixture for road construction. Asphalt is a binding material used in road construction to provide strength and durability against loads, as well as to protect the road surface from damage due to environmental factors such as water, heat, and traffic loads. The asphalt content in the asphalt mixture plays an important role in determining the physical and mechanical properties of the mixture. The right amount of asphalt must be used to achieve a mixture that has adequate strength, resistance to deformation, and resistance to cracking. If the asphalt content is too low, the mixture may become brittle and susceptible to cracking. Conversely, if the asphalt content is too high, the mixture can become soft and susceptible to plastic deformation. The purpose of the research is to determine the comparison of asphalt content in the field and the Job Mix Formula. Asphalt content can be measured by examining the extraction results using specific methods, such as the asphalt extraction test. Extraction testing is performed using the reflux extraction method to determine the asphalt content. This process is generally carried out on asphalt and aggregate mixtures used in road construction. According to the 2018 General Specifications revision 2, the tolerance limit for asphalt content is ± 0.3% of the mixture weight.
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References
[1] Purnama, “Asphalt Mixing Performance Evaluation at Province Road Junction Sta 1+700 – 2+300,” The Spirit of Society Journal, vol. 6, no.2, 2022.
[2] “Spesifikasi Umum Direktorat Jenderal Bina Marga Tahun 2018 Revisi 2, Kementerian Pekerjaan Umum dan Perumahan Rakyat,” Jakarta, 2018.
[3] “Bina Marga, Spesifikasi Umum Direktorat Jenderal Bina Marga,” Jakarta, 2018.
[4] Almasoudi, “Statistical Analysis of Component Deviation from Job Mix Formula in Hot Mix Asphalt,” Engineering, Technology, and Applied Science Research, vol. 12, no.5, pp. 9295-9301, 2022..
[5] Setiabudi, “Perbandingan Penggunaan Limbah Plastik HDPE, Limbah Plastik PP, dan Lateks Terhadap Aspal Penetrasi 60/70,” Teodolita, vol. 23, no.1, 2022.
[6] Elviyanti, “Kajian Pengendalian Mutu Campuran Aspal Cold Paving Hot Mix Asbuton pada Proyek Preservasi Jalan Jembatan Padang Sawah – Bts. Sumut,” Journal of Applied Engineering Scienties, vol. 5, no.3, 2022
[7] M. Harvey, T. Sundari, and T. Yulianto, “Analisis Perbandingan Mutu Material Aspal Hotmix Hasil Ekstraksi Dan Job Mix Formula Pada Proyek Pelebaran Jalan Madiun-Ponorogo,” Jurnal Ilmiah REAKTIP, vol. 3, no. 2, pp. 21–29, Jul. 2023.
[8] Ningsih, “Perbandingan Pengujian Kadar Aspal Metode Centrifuge dengan Metode Reflux,” Innovative, vol. 4, no.1, 2024.
[9] Witsuba, “Extraction of Asphalt Mastic from Mixture Without Chemical Agent,” Road Materials and Pavement Design, vol. 25, no. 3, 2024.
[10] M. Ma’ruf and S. Marianti, “Variasi Temperatur Pencampuran terhadap Parameter Marshall pada Campuran Lapis Aspal AC-BC,” Konstruksi, vol. 2, no. 4, pp. 70–75, 2022.
[11] Lizar, “Pengaruh Variasi Suhu Pemadatan Campuran untuk Perkerasan Lapisan Permukaan (AC-WC),” Jurnal Studi Multidisipliner, vol. 9, no.8, 2025.
[12] F. Triswanto, A. Nurdin, and M. Nuklirullah, “Perbandingan Kadar Aspal Hasil Ekstraksi Campuran Aspal Di Lapangan Terhadap Job Mix Formula,” Jurnal Komposits, vol. 3, no. 1, pp. 56–67, Feb. 2022.
[13] Pinheiro, “Reclaimed Asphalt Pavement Binder Extraction and Recovery Evaluation and Their Effects on the Recycling Agent Assessment,” Journal of The Transportation Research Board, vol. 2676, no.11, 2022.
[14] Khoiri, “Analisa Pengaruh Variasi Temperatur Pemadatan Campuran Laston Lapis Antara (AC-BC) dengan Menggunakan Aspal Modifikasi,” Jurnal Aplikasi Teknik Sipil, vol.18, no.1, 2020.
[15] M. Ayzadt, A. Nurdin, and F. F. Bahar, “Analisis Kandungan Material Campuran Aspal Panas Mix Design AC-WC terhadap Rekonstruksi Jalan Ruas N-029.1 Bts. Kab. Muaro Jambi/Kab. Tanjabtim-Bts. Kab. Tanjabbar,” Jurnal Talenta Sipil, vol. 7, no. 2, p. 550, Aug. 2024, doi: 10.33087/talentasipil.v7i2.517.