ANALISIS PERBANDINGAN KERUSAKAN JALAN RAYA DENGAN METODE PAVEMENT CONDITION INDEX DAN BINA MARGA
Sari
Highways are infrastructure built to facilitate mobility and accessibility of socio-economic activities, both between cities, villages and other areas. Good road conditions will facilitate community mobility activities, if there is damage to the road, community activities will be hampered and accidents can occur. The aim of this research is to determine the types of damage and pavement index values for the Bukittinggi-Padang Highway, Pasar Koto Baru, X Koto District, Tanah Datar Regency, so that it can compare the condition values of these road sections based on two predetermined methods. The methods used are the PCI (Pavement Condition Index) method and the Bina Marga method. The assessment of road conditions using the PCI method is ranked from 0-100, while the Bina Marga method is based on the order of road priority with a value range of 0-7. The types of damage found on the 2.0 km long Bukittinggi-Padang Highway, Pasar Koto Baru District Using the PCI method, the average value obtained is 77.90, which is very good road condition. In the Bina Marga method, a priority order value of 9.30 is obtained, meaning the road is under routine maintenance. After comparing the results of research on the condition of the Bukittinggi-Padang Highway, Pasar Koto Baru, worsening road conditions.
Keywords: Road damage analysis; PCI method; Bina Marga method; Bukittinggi-Padang Highway Pasar Koto Baru X Koto District, Tanah Datar Regency.
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Departemen Pekerja Umum. (1997). Manual Kapasitas Jalan Indonesia (MKJI), Jakarta: Direktorat Jenderal Bina Marga.
Direktorat Jenderal Bina Marga. (1990). Tata Cara Penyusunan Program Pemeliharaan Jalan Kota, No. 018/T/BNKT/1990, Departemen Pekerjaan Umum: Direktorat Jenderal Bina Marga.
Hardiyatmo., H.C. (2007). Pemeliharaan Jalan Raya Perkerasan Drainase Longsor, Yogyakarta: Gadjah Mada University Press.
Imabil Afdal. (2019). Analisa Perbandingan Kerusakan Jalan Dengan Metode Pavement Condition Index Dan Bina Marga. (Study Kasus: Jl. Raya Bukittinggi – Padang KM 6, Batagak), skripsi, Bukittinggi: Program Studi Teknik Sipil, Universitas Muhammadiyah Sumatera Barat.
Mazlina, Saputra, H., dan Idham, M. (2018). Tingkat Kerusakan Jalan Dengan Menggunakan Metode PCI Dan Bina Marga, Seminar National Indstri dan Teknologi (SNIT), Politeknik Negeri Bengkalis.
Shahin, S. (1990). Perkerasan Lentur Jalan Raya, Bandung: Nova. Sukirman, S. (1992). Perkerasan Lentur Jalan Raya, Bandung: Nova,Sukirman
Susanto D. (2013). Analisa Kerusakan Jalan Nasional Pada Ruas Lubuk Sikaping- By Pass Kabupaten Pasaman, Tugas Akhir, Bukittinggi: Program Studi Teknik Sipil, Universitas Muhammadiyah Sumatera Barat.
Yunardhi, H., Alkas, M.J., dan Sutanto, H. (2018), Analisa Kerusakan Jalan Dengan Metode PCI dan Alternatif Penyelesainnya, Jurnal Teknologi Sipil, Vol.2 (2), hal. 38-47.
DOI: https://doi.org/10.33559/err.v3i3.2526
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