ANALISIS KERUSAKAN PERMUKAAN JALAN DENGAN METODE PAVEMENT CONDITION INDEX DAN PEMETAAN BERDASARKAN SISTEM INFORMASI GEOGRAFI (STUDI KASUS: JALAN RAYA KEBONAGUNG - JALAN RAYA GENENGAN)
DOI:
https://doi.org/10.36341/racic.v9i2.4225Keywords:
Kerusakan Jalan, Pavement Condition Index, Pemetaan, Sistem Informasi GeografisAbstract
Damaged roads, if follow-up repairs are not carried out immediately, cause greater damage and require greater costs to repair, so efforts need to be made to maintain the condition of the road to avoid this. So this research aims to find an index of the level of damage to the road pavement on the Malang - Kepanjen arterial road section with the help of civil engineering using the Pavement Condition Index (PCI) method and mapping of the condition of road damage in the research area using the help of the Geographic Information System (GIS) will be carried out. Based on the results of the analysis and calculations, the condition of road surface damage was obtained, namely, shoving, rutting, depression, patches, holes, alligator cracks, longitudinal cracks, edge cracks, and block cracks. Meanwhile, the Pavement Condition Index (PCI) value for each road, namely the Kebonagung highway has a PCI value of 76.8 (Very Good) and the Genengan highway has a PCI value of 80.75 (Very Good). After obtaining all the damage values based on the Pavement Condition Index (PCI) method, the Geographic Information System was implemented, namely creating a thematic map of the road damage values on each road in the research location so that the mapping of the road damage values could be used as a reference to see the condition of the roads in the Pakisaji and Kepanjen sub-district.
Downloads
References
R. B. A. Sirait, S. A. S, and E. Sulandari, “Analisa Kondisi Kerusakan Jalan Raya pada Lapisan Permukaan,†J. Mhs. Tek. Sipil Univ. Tanjungpura, vol. 4, no. 4, p. 207522, 2017, [Online]. Available: https://www.neliti.com/id/publications/207522/analisa-kondisi-kerusakan-jalan-raya-pada-lapisan-permukaan-studi-kasus-jalan-ra
. H. Mubarak, “Analisa Tingkat Kerusakan Perkerasan Jalan Dengan Metode Pavement Condition Index (Pci) Studi Kasus : Jalan Soekarno Hatta Sta. 11 + 150 s.d 12 + 150,†J. Saintis, vol. 16, no. 1, pp. 94–109, 2016, [Online]. Available: https://journal.uir.ac.id/index.php/saintis/article/view/2865
. U. Y. Hamdani, “Analisis Kondisi Kerusakan Jalan Pada Lapis Permukaan Perkerasan Lentur Menggunakan Metode Pavement Condition Index (PCI),†pp. 1–23, 2019.
. W. K. P. Wira, A. N. Ade, and F. F. Fetty, “Analisis Kerusakan Jalan Perkerasan Lentur menggunakan Metode Pavement Condition Index (PCI),†J. Tek., vol. 16, no. 1, pp. 41–50, 2022, doi: 10.31849/teknik.v16i1.9542.
. F. R. Yamali, E. Handayani, and E. E. Sirait, “Penilaian Kondisi Jalan dengan Metode Pci (Pavement Condition Index),†J. Talent. Sipil, vol. 3, no. 1, p. 47, 2020, doi: 10.33087/talentasipil.v3i1.27.
. S. R. Hidayat and R. Santosa, “Kajian Tingkat Kerusakan Menggunakan Metode PCI Pada Ruas Jalan Ir. Sutami Kota Probolinggo,†Ge-STRAM J. Perenc. dan Rekayasa Sipil, vol. 1, no. 2, pp. 65–71, 2018, doi: 10.25139/jprs.v1i2.1124.
Downloads
Published
Issue
Section
License
1. Copyright of all journal manuscripts is held by the RACIC : Rab Construction Research
2. Formal legal provisions to access digital articles of electronic journal are subject to the provision of the Creative Commons Attribution-ShareAlike license (CC BY-NC-SA), which means that RACIC : Rab Construction Research is rightful to keep, transfer media/format, manage in the form of databases, maintain, and publish articles.
3. Published manuscripts both printed and electronic are open access for educational, research, and library purposes. Additionally, the editorial board is not responsible for any violations of copyright law.
licensed under a Creative Commons Attribution-ShareAlike 4.0 International License.
