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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 Paulus Civil Engineering Journal
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.
Evaluasi Perkerasan Lentur Menggunakan Manual Desain Perkerasan Jalan 2024 dan Program Circly 7.0 Veni Angraini Rakota; Novita Pradani
Paulus Civil Engineering Journal Vol. 8 No. 1 (2026): Paulus Civil Engineering Journal, Maret 2026
Publisher : Universitas Kristen Indonesia Paulus

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.52722/ncaax994

Abstract

Flexible pavements on highways often experience damage due to increased traffic volume and load, which impacts the service life and road maintenance costs. This study aims to evaluate the effectiveness of the 2024 Road Pavement Design Manual and CIRCLY 7.0 software in analyzing performance and predicting the remaining life of flexible pavements. The research method uses a quantitative approach with data in the form of Average Daily Traffic, road design age, vehicle growth rate, and load equivalent factor. The evaluation is carried out through manual calculations based on MDPJ 2024, including cumulative traffic load estimation  and subgrade CBR analysis values, then modeled using CIRCLY 7.0 for pavement structure simulation. The analysis results show that the existing pavement thickness does not meet the MDPJ 2024 requirements with a CESA value of 0.916×10⁶ for a design life of 20 years. Based on MDPJ 2024, the recommended pavement thickness is 875 mm, while the results of the CIRCLY 7.0 analysis show that a thickness of 350 mm is still suitable for light to medium traffic..
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 Veni Angraini Rakota