PEMELIHARAAN KONSTRUKSI JALAN DENGAN METODE SDI
(Studi Kasus: Ruas Jalan Dawan – Pesinggahan Kabupaten Klungkung)
Abstract
The Dawan-Pesinggahan Road section is one of the sections that has the status of a district road in Klungkung Regency. The Dawan Pesinggahan Road section is located in Dawan District, Dawan Village and Pesinggahan Village, which has a length of 3,300 km and an average width of 4.5 m. The Dawan – Pesinggahan Road section has existing conditions in 2021, namely 3,300 km in good condition, 0.9 km in moderate condition and there are conditions of light and heavy damage. In 2022, there will be a lot of road damage which will cause the condition of the road to decline and it is very necessary to assess the condition of the road so that we can find out what measures will be taken to restore road stability on the Dawan-Pesinggahan Road Section. Assessment of road conditions using the SDI method in Klungkung Regency was carried out on the Jl. Dawan – Stopover. The selection of this section as a sample was due to time constraints and the district road section used as a travel center in Klungkung Regency which needs to receive more attention through road management. Apart from that, the section used is a road section that visually has road damage. This research was carried out because there are still damaged roads that need to be treated quickly. This research aims to analyze road conditions, analyze the type of treatment and obtain costs for handling the road section.
The data used in the research are primary data and secondary data. Primary data was obtained through a survey of road conditions by measuring road damage, while secondary data was obtained from the community development sector of the Klungkung Regency PUPRPKP Service, namely Klungkung Regency road decrees, Klungkung Regency road maps and basic Klungkung Regency road data. The research stages are, identifying road damage by taking measurements, data recapitulation by processing surveys, data analysis using the SDI method and estimating costs to repair the road. Assessment results for the Jl. Dawan – Pesinggahan Crocodile cracks at 13.54%, random cracks 18.71%, transverse cracks 17.06%, patches 14.66%, holes 12.03% and subsidence 13.24% and the estimated cost required to maintain this road section is IDR. 3,864,775,688.95
Downloads
References
Adiman, E. Y. (2021). Analisis Kondisi Perkerasan Jalan Metode Iri Dan Rci Menggunakan Aplikasi Roadroid Jalan Kubangraya, Pekanbaru. Jurnal TEKNIK-SIPIL, 21(2), 126. https://doi.org/10.26418/jtsft.v21i2.50320
Ahmad Zulfikar1, T. A. S. F. B. M. H. A. G. (2019). Analisa Penilaian dan Penanganan Kondisi Jalan Menggunakan metode SDI, RCI dan IRI di Ruas Jalan Maros – Pangkep. JILMATEKS?: Jurnal Ilmiah Mahasiswa Teknik Sipil, Volume 1 N, 332–340.
Aptarila, G., Lubis, F., & Saleh, A. (2020). Analisis Kerusakan Jalan Metode SDI Taluk Kuantan - Batas Provinsi Sumatera Barat. Siklus?: Jurnal Teknik Sipil, 6(2), 195–203. https://doi.org/10.31849/siklus.v6i2.4647
Febriani, F. (2020). Kajian Penilaian Kerusakan Jalan Dengan Metode Pavement Condition Index (PCI) dan Surface Distress Index (SDI) Dalam rangka penilaian kondisi jalan.
Hafudiansyah, E., Musyafa, F., & Sekaryadi, Y. (2023). Analisa Kondisi Fungsional Jalan Dengan Metode Survei Visual, Psi Dan Rci Serta Analisa Sisa Umur Layan Jalan Pada Ruas Jalan Sindanglaya Kota Bandung. Jurnal Teknik Sipil Cendekia https://doi.org/10.51988/jtsc.v4i1.124
INDRIANI, M. N. (1995). Perencanaan Tebal Perkerasan Lentur Metode Analisa Komponen Dengan Metode Road Design Module dan Perencanaan Draenase Jalan
Marpen, R. (2021). Analisa Kondisi Kerusakan Jalan Kabupaten Tan-jung Api Api - Gasing Berdasarkan Metode SDI. Bearing, 7(1), 1–9.
Muhammad Yusup, C., Tahadjudin, & Kartika, N. (2019). Analisis Biaya Pemeliharaan Terhadap Tingkat Kerusakan Jalan Menggunakan Metode Surface Distress Index (SDI) (Studi Kasus?: Ruas Jalan Cisaat-Situgunung Sta. 0+400-5+400 Kabupaten Sukabumi). Jurnal Ilmiah SANTIKA, 9(2), 943–951.
Pangerapan, M. L., Sendow, T. K., & Elisabeth, L. (2018). Studi Perbandingan Perencanaan Tebal Lapis Tambah (Overlay) Perkerasan Lentur Menurut Metode Pd T-05- 2005-B Dan Manual Desain Perkerasan Jalan 2013 (Studi Kasus: Ruas Jalan Bts.Kota Manado -Tomohon). Jurnal Sipil Statik, 6(10), 823–834
