Analisis Komparatif Tingkat Kerusakan Perkerasan Jalan Raya Menggunakan Metode Surface Distress Index (SDI) dan Metode Pavement Condition Index (PCI) (Studi Kasus : Jalan Pantura Semarang - Demak) 21 24
DOI:
https://doi.org/10.26623/ijces.v3i2.15573Keywords:
Pavement Condition Index, Rigid pavement, Road, Road damage, Surface Distress IndexAbstract
This study was conducted on the Semarang–Demak section of the Pantura Road (spanning from KM 6+000 in Trimulyo Urban Village, Genuk District, Semarang City, to KM 8+000 in Sayung Village, Sayung District, Demak Regency). This route is a primary arterial national road featuring a rigid pavement structure (Type 4/2 T). The study covered a total length of 2 km, divided into twenty 100-meter segments. The research aimed to identify and quantify road damage levels using the Surface Distress Index (SDI) method—based on the 2011 Regulation of the Minister of Public Works—and the Pavement Condition Index (PCI) method—based on the ASTM D6433-07 standard—through direct visual field surveys. Analysis using the SDI method indicated that all segments were in "Good" condition (SDI = 0–40; average 28.5), exhibiting four types of distress: large patches, small patches, corner breaks, and linear cracks; consequently, routine maintenance was recommended. The PCI method results showed a wider range of conditions (PCI = 69–87.5), classified as "Good" to "Excellent," with dominant distress types being large patches, linear cracks, and corner breaks; recommendations ranged from routine to periodic maintenance. A comparison of the two methods revealed that the SDI method is more efficient for rapid field assessments, whereas the PCI method yields a more comprehensive and representative evaluation of the pavement's actual condition.
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Ameth, N., Amaheka, S.G.M., Wangean, F. (2026). Evaluasi Kondisi Kerusakan Perkerasan Jalan Menggunakan Metode Sdi (Surface Distress Index) Pada Ruas Jalan Desa Hitu –Mamala. Indonesian Journal of Innovation Multidisipliner Research, Vol. 4, No.3, hal. 7179-7188.
ASTM D6433-07. (2007). Standard Practice for Roads and Parking Lots Pavement Condition Index Surveys. ASTM International, West Conshohocken, PA.
Chrisnawati, D., et al. (2021). Penilaian Kondisi Permukaan Jalan dengan Metode Surface Distress Index (SDI) pada Jalan Nasional. Jurnal Teknik Sipil dan Perencanaan, Vol. 23, No. 2, hal. 112–120.
Direktorat Jenderal Bina Marga. (2024). Data Kondisi Jalan Nasional Tahun 2023. Kementerian Pekerjaan Umum dan Perumahan Rakyat, Jakarta.
Hermawan, R. Saputra, S.S, Suprihatini, H. (2024). Analisis Kerusakan Jalan dengan Menggunakan Metode Surface Distress Index (SDI) di Ruas Jalan Sadang-Gresik. J-Sipil: Jurnal Teknologi dan Ilmiah Teknik Sipil dan Sains, Vol.1, No.2, hal 18-33.
Kementerian Pekerjaan Umum dan Perumahan Rakyat. (2011). Peraturan Menteri Pekerjaan Umum Nomor 13/PRT/M/2011 tentang Tata Cara Pemeliharaan dan Penilikan Jalan. Kementerian PUPR, Jakarta.
Kementerian Pekerjaan Umum dan Perumahan Rakyat. (2022). Undang-Undang Nomor 2 Tahun 2022 tentang Perubahan Kedua Atas Undang-Undang Nomor 38 Tahun 2004 Tentang Jalan. Kementerian PUPR, Jakarta.
Mulyana, S. et al. (2025). Pengaruh Karakteristik Lalu Lintas terhadap Kondisi Perkerasan Jalan Menggunakan IRI dan SDI. Jurnal Konstruksi, Vol. 23, No.2, hal 398-407.
Pratama, A.F.P. et al. (2026). Analisis Tingkat Kerusakan Jalan Raya menggunakan Metode Bina Marga dan Surface Distress Index (SDI) (Studi Kasus: Jalan Lingkar Timur Kudus). IJCES: Indonesian Journal of Civil Engineering Study, Vol. 3, No.1, hal 36-48.
Republik Indonesia. (2006). Peraturan Pemerintah Nomor 34 Tahun 2006 tentang Jalan. Lembaran Negara Republik Indonesia Tahun 2006 Nomor 86. Sekretariat Negara, Jakarta.
Said, L.B., et al. (2023). Analisis Kerusakan Perkerasan Kaku Menggunakan Metode PCI. Jurnal Rekayasa Sipil dan Lingkungan, Vol. 17, No. 1, hal. 45–53.
Sandyna, A.N., et al. (2022). Analisis Perbandingan Tingkat Kerusakan Jalan pada Perkerasan Lentur dengan Metode PCI dan SDI (Studi Kasus: Jalan As-Shofa Pekanbaru). JICE – Journal of Infrastructure and Civil Engineering, Vol. 2, No. 2, Juli 2022.
Shahin, M.Y. (1994). Pavement Management for Airports, Roads, and Parking Lots. Chapman & Hall, New York.
Utomo, B., et al. (2024). Perbandingan Metode SDI dan PCI dalam Penilaian Kondisi Perkerasan Jalan Nasional – Studi Kasus Jalan Lingkar Kudus. Jurnal Teknik Sipil dan Perencanaan, Vol. 9, No. 1, hal. 33–44.
Wibawa, I.P.C., et al. (2026). Analisis Kondisi Perkerasan Jalan Menggunakan Metode PCI Pada Jalan Raya Sibang Kaja, Kabupaten Badung. Jurnal Teknik Sipil dan Arsitektur, Vol. 31., No.2., hal. 430-440.
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