Analisis Kerusakan Lapis Permukaan Jalan dengan Metode Pavement Condition Index (PCI) pada Jalan Prof. Syarief Thayeb Kota Langsa
DOI:
https://doi.org/10.55616/prince.v5i1.1111Keywords:
Pavement Distress, Pavement Condition Index (PCI), Road Damage Level, Road Maintenance, Pavement Condition EvaluationAbstract
Road infrastructure is a vital land transportation facility that plays an important role in supporting economic growth and socio-cultural development. Prof. Syarief Thayeb Road experiences heavy traffic conditions and is frequently passed by overloaded vehicles, such as student buses and trucks transporting palm oil, which contribute to pavement deterioration. This study aimed to analyze the types of pavement distress on the road surface, determine the level of road damage using the Pavement Condition Index (PCI) method, and identify appropriate maintenance actions and solutions for the Prof. Syarief Thayeb Road section based on its damage condition. In the PCI method, pavement distress severity is evaluated based on three main factors, namely distress type, severity level, and distress density. The PCI provides a numerical index ranging from 0 to 100, where 0 indicates failed pavement condition and 100 indicates excellent pavement condition. The pavement condition assessment was conducted through field surveys to identify and record surface distress. The types of damage identified along the 2 km section of Prof. Syarief Thayeb Road included alligator cracking, patching, potholes, and rutting. The analysis results showed that the PCI value for the observed road section was 81.15, which falls into the very good category, indicating that only routine maintenance is required for roads with PCI values between 41 and 81. Recommended repair methods for alligator cracking include partial-depth or full-depth patching, surface layer improvement, and overlay application. Pothole repairs involve partial-depth and full-depth patching, while rutting repairs include shallow partial patching, full-depth patching, and surface layer improvement followed by an additional overlay.
References
[1] ASTM International, ASTM D6433-20: Standard Practice for Roads and Parking Lots Pavement Condition Index Surveys. West Conshohocken, PA, USA: ASTM International, 2020.
[2] Direktorat Jenderal Bina Marga, Manual Pemeliharaan Jalan. Jakarta, Indonesia: Kementerian Pekerjaan Umum dan Perumahan Rakyat, 2023.
[3] Efendi. Kiki, “Analisis penyebab kerusakan jalan dengan metode Pavement Condition Index (PCI) (Studi kasus: Jl. Eka Sama, Gedung Johor, Medan Johor),” JPIH, vol. 8, no. 4, pp. 6–12, 2024.
[4] Federal Highway Administration, Pavement Management Systems. Washington, DC, USA: FHWA, 2021.
[5] R. Haas, W. R. Hudson, and J. Zaniewski, Modern Pavement Management. Boca Raton, FL, USA: CRC Press, 2019.
[6] S. Ahmed and S. P. Hadiwardoyo, “Pavement distress evaluation using Pavement Condition Index method,” International Journal of Pavement Engineering, vol. 20, no. 4, pp. 456–465, 2019.
[7] Kementerian Pekerjaan Umum dan Perumahan Rakyat, Pedoman Survei Kondisi Jalan. Jakarta, Indonesia: Kementerian PUPR, 2022.
[8] T. R. Miller and J. P. McNeil, “Integration of PCI and maintenance prioritization in pavement management systems,” Transportation Research Record, no. 2675, pp. 112–121, 2021.
[9] World Road Association (PIARC), Road Pavement Condition Evaluation Manual. Paris, France: PIARC, 2021.
[10] A. R. Pratama, S. Sulistiono, and D. Kurniawan, “Assessment of flexible pavement condition using PCI method for urban roads,” IOP Conference Series: Earth and Environmental Science, vol. 1098, 2022.
[11] D. P. Sari and Y. Prasetyo, “Analisis kerusakan perkerasan lentur akibat beban berlebih,” Jurnal Rekayasa Sipil, vol. 14, no. 3, pp. 233–242, 2020.
[12] B. Setiawan, H. Soeparyanto, and R. Prasetia, “Analisis kondisi perkerasan jalan menggunakan metode Pavement Condition Index (PCI),” Jurnal Teknik Sipil, vol. 26, no. 2, pp. 101–110, 2019.
[13] A. K. Singh, R. Kumar, and P. Jain, “Performance evaluation of flexible pavement using PCI approach,” International Journal of Pavement Research and Technology, vol. 13, no. 6, pp. 645–654, 2020.
[14] A. Susanto and A. Widyanto, “Pengaruh kendaraan overloading terhadap kerusakan perkerasan jalan,” Jurnal Infrastruktur, vol. 7, no. 2, pp. 88–97, 2022.
[15] S. Sukirman, Perkerasan Jalan Raya, rev. ed. Bandung, Indonesia: Nova, 2019.
[16] M. Y. Shahin, Pavement Management for Airports, Roads, and Parking Lots, 2nd ed. Cham, Switzerland: Springer, 2020.
[17] M. Yusra and R. P. Munirwan, “Evaluasi kondisi perkerasan jalan menggunakan metode Pavement Condition Index (PCI),” Jurnal Transportasi, vol. 21, no. 1, pp. 45–54, 2021.
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