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All Journal SMARTek JOURNAL TEKNIK SIPIL DAN INFRASTRUKTUR Jurnal REKAYASA dan MANAJEMEN TRANSPORTASI Jurnal Transportasi Jurnal HPJI (Himpunan Pengembangan Jalan Indonesia) Prosiding Forum Studi Transportasi Antar Perguruan Tinggi Jurnal Rekayasa Sipil dan Lingkungan Civil Engineering Journal FROPIL (Forum Profesional Teknik Sipil) Prosiding Seminar Nasional Teknologi Industri Berkelanjutan Edunity: Kajian Ilmu Sosial dan Pendidikan
Novita Pradani
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Humanities Automotive Engineering Chemical Engineering, Chemistry & Bioengineering Civil Engineering, Building, Construction & Architecture Computer Science & IT Decision Sciences, Operations Research & Management Economics, Econometrics & Finance Education Engineering Environmental Science Industrial & Manufacturing Engineering Languange, Linguistic, Communication & Media Mechanical Engineering Social Sciences Transportation Other

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The Effect of Traffic Volume on Remaining Service Life Based on Empirical Mechanistic Method Dahlia Dahlia; Arief Setiawan; Novita Pradani
Edunity Kajian Ilmu Sosial dan Pendidikan Vol. 4 No. 9 (2025): Edunity: Social and Educational Studies
Publisher : PT Publikasiku Academic Solution

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.57096/edunity.v4i9.441

Abstract

Hangtua Road in Palu City serves as a vital connector between the Talise and Tondo sub-districts, providing access to educational institutions, commercial areas, and residential zones. The road segment has shown visible structural damage at several points, raising concerns about its serviceability under increasing traffic demand. The problem addressed in this study is the decline in pavement performance, which threatens road safety and accessibility. The objective is to evaluate the stress and strain levels of the pavement, estimate its remaining service life, and propose appropriate maintenance solutions. A descriptive research method was employed, supported by field investigations. Primary data were collected from the Benkelman Beam (BB) deflection test and the Dynamic Cone Penetrometer (DCP) test for CBR values. The maximum deflection recorded was 0.325 mm at STA 0+500, while the minimum was 0.168 mm at STA 0+700. The analysis indicates that the existing pavement structure can continue to serve adequately if supported by routine maintenance. The recommended solution is the application of a non-structural overlay, which is expected to extend the pavement's service life by approximately 10 years while accommodating projected traffic growth. These findings provide practical guidance for local road authorities in planning cost-effective and sustainable maintenance strategies.
Co-Authors ., Ismadarni Abdillah, Ahmat Fatha Agus Adijaya Pratama Ahmat Fatha Abdillah Andri Andri Arief Setiawan Arief Setiawan Bambang Sugeng Subagio Bambang Sugeng Subagio Dahlia Dahlia Dewy Fithriayuni Ferra Claudia Masoso Harmein Rahman Hendra Setiawan Irmawaty, Rita Irwan R. Rahim Irwan Ridwan Rahim Ismadarni . Ismadarni Ismadarni Joy Fredi Batti M. Kasan Muhammad Sadli Muhammad W. Tjaronge Muhammad Wihardi Tjaronge Rahim, Irwan Ridwan Rita Irmawaty Syamsul Arifin Taslim Bahar