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All Journal Jurnal Pengembangan Kota Andalasian International Journal of Applied Science, Engineering, and Technology Aceh International Journal of Science and Technology Journal of Planning and Research in Civil Engineering Journal of The Civil Engineering Student
Saleh, Sofyan M
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Agriculture, Biological Sciences & Forestry Chemical Engineering, Chemistry & Bioengineering Civil Engineering, Building, Construction & Architecture Control & Systems Engineering Decision Sciences, Operations Research & Management Earth & Planetary Sciences Electrical & Electronics Engineering Energy Engineering Industrial & Manufacturing Engineering Mechanical Engineering Transportation

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Journal : Journal of Planning and Research in Civil Engineering

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Analisis Kerusakan Jalan Menggunakan Metode Surface Distress Index dan Pavement Condition Index (Studi Kasus: Ruas Simpang Jembatan Lamnyong - Cot Iri) Yusputri, Rafiqa Muhnita; darma, yusria; Saleh, Sofyan M; Nasri, Wan Adam
Jurnal Perencanaan dan Penelitian Teknik Sipil Vol 4 No 3 (2025): November
Publisher : Universitas Iskandar Muda

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.55616/prince.v4i3.1082

Abstract

Good road quality is essential to ensure comfort, safety, and efficiency in transportation, yet roads are prone to damage from extreme weather, heavy traffic loads, and environmental factors. The Simpang Jembatan Lamnyong - Makam T. Nyak Arief - Cot Iri road experiences high traffic volume, resulting in damage at several points and reducing its overall performance. To address this issue, proper identification of road damage is necessary to determine suitable repair methods. This study aims to determine the difference in the level of damage using two different methods. Field data were collected through direct surveys, recording types and dimensions of damage across a 4.4 km stretch from STA 0+000 to STA 4+400, segmented every 100 meters. The results showed that SDI values ranged from 0 to 125, with an average of 64 categorized as “moderate,” while PCI values ranged from 0 to 100, with an average of 27 categorized as “poor.” Based on this comparison, the PCI method is considered more accurate, as it evaluates a wider range of damage types in greater detail. Therefore, the PCI method is recommended as the preferred approach for assessing road damage and guiding maintenance decisions on similar road sections.
Co-Authors Achmad, Ashfa Ahlan, Muhammad Ashfa, Salsabila Devi, Diana Isya, M Muhajir Muhajir, Muhajir Muhammad Yanis Nasri, Wan Adam Nst, Ridho Muhammad Havidh Rinaldi, Rizal Sari, Laina H Yusputri, Rafiqa Muhnita Yusria Darma