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All Journal Media Teknik Sipil TEKNO Jurnal Transportasi Prosiding Forum Studi Transportasi Antar Perguruan Tinggi Astonjadro Portal: Jurnal Teknik Sipil Jurnal Keselamatan Transportasi Jalan (Indonesian Journal of Road Safety) Journal of Architectural Research and Education Jurnal Teknik Industri Terintegrasi (JUTIN) Jurnal Teknik Sipil Cendekia (JTSC) JURNAL LENTERA KARYA EDUKASI: Jurnal Pengabdian Kepada Masyarakat Jurnal Talenta Sipil Jurnal Industri dan Teknologi Samawa (JITSA) Indonesian Journal of Advanced Research (IJAR) Jurnal Artesis Journal of Development and Integrated Engineering Berkala Forum Studi Transportasi antar Perguruan Tinggi Arsir: Jurnal Arsitektur Journal of Green Science and Technology Jurnal Keselamatan Transportasi Jalan Jurnal Abmas
Juang Akbardin
Universitas Pendidikan Indonesia
Religion Arts Humanities Automotive Engineering Chemical Engineering, Chemistry & Bioengineering Civil Engineering, Building, Construction & Architecture Computer Science & IT Control & Systems Engineering Decision Sciences, Operations Research & Management Education Electrical & Electronics Engineering Energy Engineering Environmental Science Industrial & Manufacturing Engineering Languange, Linguistic, Communication & Media Materials Science & Nanotechnology Mechanical Engineering Public Health Social Sciences Transportation Other

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Multi-Index Evaluation of Flexible Pavement Performance: A Comparative Analysis of PCI, IRI, and SDI Approaches Akbardin, Juang; Cindikiawati, Fahira; Mohamad Ma’soem, Dadang
ASTONJADRO Vol. 15 No. 1 (2026): ASTONJADRO
Publisher : Universitas Ibn Khaldun Bogor

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.32832/astonjadro.v16i1.15718

Abstract

The Trans-Sumatra Highway is a national road that stretches from the north to the south of Sumatra Island. The Tanjung Kemuning-Linau Road is part of the West Sumatra Trans-Sumatra Road located in Kaur Regency. This road is the main axis road of Bengkulu Province. Its function as a national road does not make the Tanjung Kemuning-Linau Road free from road damage. Therefore, an evaluation of the pavement condition is needed to restore the stability of the road in order to achieve the purpose of the road as an important infrastructure in various aspects. The purpose of this study was to identify the types of damage with the level of damage to flexible pavement, and to determine the pavement condition index based on the PCI (Pavement Condition Index) method as the main method, and the IRI (International Roughness Index) method and SDI (Surface Distress Index) as a comparative method. The case study in this study was limited to a 5 km road section, namely at KM 17+500 to 22+500. Based on the research results, the most common types of damage found were crocodile skin cracks, longitudinal cracks, and patches. The PCI method pavement condition index had an average of 39.90 in the Normal direction, and an average of 41.82 in the Opposite direction. Based on the IRI method, the average in the Normal direction was 8.17 m/km and 7.66 m/km in the Opposite direction. The results of both methods showed that the pavement condition was included in the Light Damage class. This is in line with the pavement index based on the SDI method, which had an average of 81.67 in the Normal direction and 80.20 in the Opposite direction which is also classified as light damage. To restore road stability, road improvement efforts are needed in the form of adding a surface layer / overlay. With CESA for a 10-year design life in 2033 of 13,605,740, the appropriate overlay thickness is 10 cm thick. Another road improvement option is to replace flexible pavement with composite pavement. Based on the cumulative calculation of the vehicle axle group in 2063 of 13,139,243.62, the appropriate pavement thickness for a design life of 40 years is 5 cm of asphalt concrete as the surface layer, 26.5 cm of cement concrete, and 10 cm of the base layer (LMC).
Strength Improvement of Soft Clay Stabilised With Rice Husk Ash and RCC-15 Spent Catalyst Based on Unconfined Compressive Strength Performance (UCS) Gaol, Esron Padiri Lumban; Syahril, Syahril; Akbardin, Juang
Journal of Green Science and Technology Vol 10 No 1 (2026): Journal of Green Science and Technology Vol. 10 No.1 March 2026
Publisher : Faculty of Engineering, Universitas Swadaya Gunung Jati

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33603/jgst.v10i1.11284

Abstract

This study evaluates the effect of combining 12% rice husk ash (RHA) with varying percentages of RCC-15 spent catalyst (7%, 9%, 11%, and 13%) on the engineering properties of soft clay soil obtained from Cililin. Laboratory tests were conducted, including physical property characterization, compaction tests, and unconfined compressive strength (UCS) tests with curing periods of 0, 3, 7, and 14 days. The results show that the addition of RHA and RCC-15 improves soil compaction characteristics, indicated by an increase in maximum dry density and a reduction in optimum moisture content. Furthermore, the UCS values increased significantly with higher RCC-15 content and longer curing periods, reaching values between approximately 1.57 and 3.66 kg/cm² at 14 days. These improvements are attributed to mechanical densification and pozzolanic reactions between the stabilizing agents and soil minerals. This study emphasizes the synergistic application of agricultural and industrial waste materials for local soil stabilization, indicating that the combined use of rice husk ash and RCC-15 spent catalyst can enhance the engineering performance of soft clay while supporting sustainable and resource-efficient ground improvement practices.
Penerapan sistem informasi data pada metode penimbangan kendaraan barang di jembatan timbang Supratman Agus; Juang Akbardin
Jurnal Abmas Vol. 10 No. 1 (2010): Jurnal Abmas
Publisher : Universitas Pendidikan Indonesia

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.17509/abmas.v10i1.112

Abstract

Monitoring dan pengawasan beban muatan kendaraan angkutan barang melalui jembatan timbang memerlukan akuntabilitas yang terintegrasi melalui teknologi informasi. Penerapan sistem informasi data yang membantu mengoptimalkan fungsi tujuan keberadaan penimbangan angkutan barang melalui jembatan timbang. Data yang lebih komprehensif terkait dengan pergerakan, distribusi dan pelayanan jalan akan lebih mudah didapat dan diolah untuk pengelolaan pergerakan angkutan barang jalan raya yang efektif dan efisien.
Co-Authors Achmad Samsudin Agung Setiawan agung setiawan Agus Taufik Mulyono Alhamda, Nur Aini Alpaqih, Nauval Fajar Ananda, Agiesna Tri Andri Eka Putra Andri Eka Putra, Andri Eka Ankita, Syahla Nasywa Annisa Annisa Annisa Nurjanah Arie Wibowo, Didi Asep Yudi Permana Ashiddiqie, Mohamad Reza Atnasari, Vanesa Desti Azhar, Hairul Baiezt, Ivan Zubeil Bambang Riyanto Cindikiawati, Fahira D Anggoro Dadang Mohammad Danang Parikesit Dewi, Vinisya Nur Kusuma DTP Hutajulu Dudung Jatnika Dwi Novi Wulansari Dzulfajrie Rahim DZULFAJRIE RAHIM Fia Nur Azizah Firdaus , Fauzan Gaol, Esron Padiri Lumban Hendrawan, Priandhany Ifan Maulana Ifan Maulana Ilma Tsabrilia Jatnika, Dudung Johar Maknun, Johar Karimah, Hana Kurnia Mulyawanti, Widia Kyki Bagas Styadi Maknun, Johar Masyithah, Mutiara Ma’soem, Dadang M. Ma’soem, Dadang Mohamad Mohamad Ma’soem, Dadang Mohamad, Dadang Nanang Dalil Herman Ndari, Retno Ulan Nurani, Intan Inti Odih Supratman Puspanikan, Saksia Kanisaa Putri, Ghinaa Salsabila Rahmat, Fani Luthfiani Nur Ramadhansy , Luthfia Rizky Rd. Diah Srihartati Rahayu Reina, Amanda Dwi Rohmat Rohmat Rohmat Rohmat Romadian, Nurzulmi Rosmaniar Hadiat, Raden Wina Rukman Rukman Rustandi, Wandi Siti Nurasiyah, Siti Sitompul, Christina Natalia Situmeang, Steven Julianto Srihartati, Raden Diah Styadi, Kiky Bagas Sukma Permadi, Galih Sulaeman, Arief Supratman Agus Supratman Agus Supratman Agus Syahril Syahril Syapril Janizar Wandi Rustandi Yudi Sekaryadi