ANALISIS KONDISI KERUSAKAN JALAN PADA PERMUKAAN PERKERASAN LENTUR MENGGUNAKAN METODE PCI SERTA ALTERNATIF PENANGANANNYA (Studi Kasus : Jl. Raya Papar Kertosono, Kab Kediri STA 0+000 – 3+000)
DOI:
https://doi.org/10.36341/racic.v8i1.3170Keywords:
Kerusakan Jalan, Kondisi Jalan, PCIAbstract
Roads include land transportation facilities that are widely used for Indonesians in traveling near or far. The growth of globalization can also have an influence on the level of mobility which has an impact on vehicle users and continues to increase. This causes the volume load of vehicles to exceed the limits of the designed road class, so that the quality and age of the pavement will continue to decrease. This research was conducted to analyze the condition of road pavement damage to damage to the Jl. Raya Papar – Jl. Raya Minggir with a length of 3 km. The method used for this research is PCI (Pavement Condition Index) with the aim of finding values ​​based on the type, level and extent of damage to the method used and the selection of alternative treatments as a reference and road maintenance effort. The results of the research on the Jl. Raya Papar – Jl. Raya Minggiran STA 0+000 – 3+000 based on the PCI method obtains a total value of 47.6% Moderate (Fair) with the highest PCI value percentage of road conditions being 55% in Moderate road conditions (Fair), 25% in Bad road conditions (Poor), 8.3% on Good (Good) and Very Good (Very Good) road conditions, 3.4% on Very Bad (Very Poor) road conditions with alternative handling is periodic maintenance updates.
Keywords : Road Damage, Road Conditions, PCI
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References
Amrullah, M.R. (2014) ‘Evaluasi Kerusakan dan Kelayakan Jalan Berdasarkan Metode PCI’, in PSI dan Nilai RCI. Tidak Diterbitkan), Universitas Islam Indonesia, Jawa Timur.
Bolla, M.E. (2019) perbandingan metode bina marga dan PCI (Pavement Condition Index) dalam penilaian kondisi perkerasan jalan, Jurnal Teknik Sipil. Bandung: Tidak Diterbitkan), Institut Teknologi Nasional.
Budiyono, M. (2012) ‘Analisa Kerusakan Jalan Dengan Metode Pci Dan Alternatif Penyelesaiannya (Studi Kasus Ruas Jalan Purwodadi–Solo Km 12+ 000–Km 24+ 000)’, Teknologi Sipil, 2(2). Available at: http://eprints.ums.ac.id/id/eprint/20089.
Haryanto, B. (2013) Evaluasi Kondisi Permukaan Perkerasan Lentur Berdasarkan Nilai PCI dan IRI Pada Ruas Jalan Wates Kabupaten Bantul, Tugas Akhir. Tidak Diterbitkan), Universitas Islam Indonesia, Jawa Timur.
Kusmaryono, I. and Sepinggan, C.R.D. (2020) ‘Analisis Kondisi Kerusakan Permukaan Perkerasan Jalan Lentur Menggunakan Pedoman Penentuan Indeks Kondisi Perkerasan Dan Penanganannya Pada Jalan Raya Bogor Di Kota Depok’, Teknik Sipil, X(1), pp. 25–33.
Muzakki, A.H. and Putra, K.H. (2021) ‘Analisis Kerusakan Jalan Ditinjau Dari Umur Jalan dan Volumar Teknologi Perencanaan, Perancangan, Lingkungan dan Infrastruktur, p. 36. Available at: https://ejurnal.itats.ac.id/stepplan/article/view/1532.
Putri, T.A.D. (2022) ‘Analisa Kerusakan Jalan Dengan Metode Pavement Condition Index (Pci) Dan Surface Distress Index (Sdi)’, Jurnal Handasah, 1(1), pp. 24–29. Available at: http://repository.univ-tridie Lalu Lintas (Studi Kasus: Jalan Lingkar Timur-Kabupaten Sidoarjo)’, in Prosiding Semin nanti.ac.id/6087/.
Rahmawaty, F. (2020) ‘Analisis Kerusakan Jalan Mengunakan Metode Pavement Condition Index (Pci) Dan Alternatif Penanganannya Pada Ruas Jalan …’. Available at: http://repository.untag-sby.ac.id/6761/.
Umum, D.P. (1995) Manual Pemeliharaan Rutin untuk Jalan Nasional dan Jalan Propinsi, Metode Perbaikan Standard. Jakarta: - Metode Survei, Departemen PU.
YUONO, T. and DWI SUNGKONO, K.K. (2019) ‘Evaluasi Kondisi Jaringan Dan Perkerasan Jalan Di Lingkungan Kelurahan Gilingan Surakarta’, Jurnal Teknik Sipil dan Arsitektur, 24(1). Available at: https://doi.org/10.36728/jtsa.v24i1.824.
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