Evaluation of Road Damage and Maintenance Using The Pavement Condition Index Method Case Study on Jalan Sukahaji - Maja

Authors

  • Khaeril Anwar Nawawi Civil Engineering, Engineering, Majalengka University
  • Usmanul Hayadi Umar Faculty of Civil Engineering and Planning, Universitas Internasional Batam, Indonesia

DOI:

https://doi.org/10.37253/leader.v1i4.8955

Keywords:

road Damage, Road Pavement, Pavement Method Condition Index

Abstract

The road is a facility that is very important for the community to achieve a desired goal, for that we need a road that is safe and comfortable for its use. Road damage often occurs every year, especially on roads that are often traversed by vehicles with a lot of volume (congested) and vehicles that are heavily loaded (overloaded) such as on the Sukahaji-Maja Road, which causes the speed of users to slow down (drop) and have an impact on reducing population mobility and the economy of the surrounding community. The purpose of this research is to determine the level of road damage using the Payment Condition Index (PCI) method. The survey method or PCI refers to ASTM D6433 (Standard Practice for Roads and Parking Lots Pavement Condition Surveys). Pavement Condition Index (PCI) is a road pavement condition assessment system based on the type, level, and extent of damage that occurs and can be used as a reference in maintenance efforts. This PCI value has a range of 0 to 100 with the criteria of excellent, very good, good, fair, poor, very poor, and failed. Based on the analysis using the PCI method, for the type of damage that occurs on the Sukahaji-Maja Road for the flexible pavement/asphalt type, 6 types of damage occur, namely alligator cracking, striping, grain release, collapse, vanished, and potholes. In Table 4.2 the average PCI value obtained is then entered into the parameters as in the table so that the road can be categorized as damaged, namely Poor (Damaged). So, this road needs to be included in a road improvement program on an ongoing basis.

Downloads

Download data is not yet available.

References

[1] F. Mu'is, Evaluasi Kerusakan Jalan Menurut Metode Bina Marga dan Metode PCI (Pavement Condition Index) Serta Alternatif Penanganannya (Studi Kasus: Jalan Pasar Ganding-Ketawang) (Doctoral dissertation, Universitas Wiraraja Madura)., 2022.
[2] A. I. Rifai and M. T. Hastuti, "Analysing urban public transport users’ satisfaction: A case study of Tanjung Priok port route by JakLingko," in AIP Conference Proceedings (Vol. 2599, No. 1). AIP Publishing., 2023.
[3] M. Isradi, J. Prasetijo, Y. D. Prasetyo, N. Hartatik and A. I. Rifai, "PREDICTION OF SERVICE LIFE BASE ON RELATIONSHIP BETWEEN PSI AND IRI FOR FLEXIBLE PAVEMENT," Proceedings on Engineering, vol. 5, no. 2, pp. 267-274, 2023.
[4] W. Wincent, A. I. Rifai and M. Isradi, "The Road Performance Analysis in Jalan Ahmad Yani Batam Using IHCM 1997," Indonesian Journal of Multidisciplinary Science, vol. 1, no. 1, pp. 103-116, 2022.
[5] J. Victory, A. I. Rifai and S. Handayani, "The Satisfaction Analysis of Local Public Transportation (Carry) Services at Batam, Indonesia," Indonesian Journal of Multidisciplinary Science, vol. 1, no. 1, pp. 69-80, 2022.
[6] Y. Immanuel, A. I. Rifai and J. Prasetijo, "The Road Performance Analysis of the Tuah Madani Roundabout, Batam-Indonesia," Indonesian Journal of Multidisciplinary Science, vol. 1, no. 1, pp. 27-36, 2022.
[7] J. S. Letsoin, Analisis Kerusakan Jalan Pada Perkerasan Lentur Jalan Raya Langgur-Debut Sta 08+ 000 S/D 10+ 200 (Kabupaten Maluku Tenggara) (Doctoral dissertation, Universitas 17 Agustus 1945 Surabaya)., 2021.
[8] D. N. Rachman and P. I. & Sari, ANALISIS KERUSAKAN JALAN DENGAN MENGGUNAKAN METODE PCI DAN STRATEGI PENANGANANNYA (STUDI KASUS JALAN NASIONAL SRIJAYA RAYA PALEMBANG KM 8+ 149 SD KM9+ 149)., 2020.
[9] F. R. Yamali, E. Handayani and E. E. & Sirait, "Jurnal Talenta Sipil, 3(1),," Penilaian Kondisi Jalan dengan Metode Pci (Pavement Condition Index). , pp. 47-50., 2020.
[10] A. S. Gemo, "SONDIR, 3(2),," Evaluasi Kerusakan Jalan Dengan Metode Pavement condition Index (PCI) Pada Ruas Jalan Ki Hajar Dewantara Kota Borong. , pp. 1-8., 2019.
[11] E. W. Sukarno, "Jurnal Impresi Indonesia, 1(10),.," Studi Kasus Perbandingan Efisiensi Biaya antara Pekerjaan Jalan Perkerasan Kaku (Rigid Pavement) dengan Perkerasan Lentur (Flexible Pavement) di Kabupaten Ngawi. , pp. 1090-1101, 2022.
[12] R. Darmawan and L. Lizar, "Jurnal Tekla, 2(2),," Perencanaan Tebal Perkerasan Kaku (Rigid Pavement) Menggunakan Metode Bm-2017., pp. 97-103., 2020.
[13] R. Hermawan and A. N. Tajudin, EVALUASI KERUSAKAN PERKERASAN LENTUR DENGAN METODE PCI DAN SDI (STUDI KASUS: JALAN JATISARI, KARAWANG)., 2021.
[14] A. Mutoharoh, W. Wahidin, Y. Feriska and M. Taufiq, "Jurnal Sains dan Teknologi, 1(1),.," Analisis Kerusakan Perkerasan Jalan dengan Metode Pavement Condition Index (PCI) Ruas Jalan Tanjung–Kersana STA 0+ 000 sd 6+ 000. , pp. 60-68, 2022.
[15] S. Rahayu, Evaluasi Kondisi Perkerasan Lentur Jalan Kaliurang Km 15-16 Berdasarkan Metode Pci Dan Manual Desain Perkerasan Jalan Bina Marga 2017 Bagian Ii (Evaluation Of Flexible Pavement Condition For Kaliurang Roadway Km 15 To 16 Based On Pci, 2022.
[16] A. R. Fitri, Analisis Kondisi Kerusakan Jalan Raya Pada Lapisan Permukaan Dengan Metode Pavement Condition Index (Pci) Dan Bina Marga (Studi Kasus: Ruas Jalan Raya Batusangkar-Bukittinggi Kecamatan Sungai Tarab Sta 0+ 000-2+ 000), 2022.
[17] N. Rinaldi, F. Lestari and G. Pramita, "Teknika Sains: Jurnal Ilmu Teknik, 7(1),," Identifikasi Kerusakan Jalan dan Alternatif Perbaikan Jalan Pada Ruas Jalan Tegineneng–Gunung Sugih Lampung. , pp. 9-16., 2022.
[18] D. E. Mulyanto, Pemeliharaan Rutin, Kondisi Jalan Dan Biaya Pemeliharaan Jalan Pada Satuan Kerja Pelaksanaan Jalan Nasional Wilayah 1 Jawa Timur (Doctoral dissertation, Untag 1945 Surabaya)., 2019.
[19] M. P. H. AS, Analisa Tingkat kerusakan Perkerasan Lentur Pada ruas Jalan Raya Lambah Maninjau Kabupaten Agam. Ekasakti Jurnal Penelitian & Pengabdian, 2(1), ., pp. 28-41, 2021.
[20] A. I. Rifai, S. P. Hadiwardoyo, A. G. Correia and P. A. U. L. O. Pereira, "Genetic Algorithm Applied for Optimization of Pavement Maintenance under Overload Traffic: Case Study Indonesia National Highway," in Applied Mechanics and Materials (Vol. 845) , 2016.
[21] T. Hafli, M. Anjani and M. Fahmi, "Pengaruh Geometrik Jalan Raya Terhadap Pengurangan Rasio Kecelakaan Lalu Lintas," Malikussaleh Journal of Mechanical Science and Technology, 5(2), pp. 44-49, 2021.
[22] F. Kaharu, L. Lalamentik and M. Manoppo, "Evaluasi geometrik jalan pada ruas jalan trans sulawesi Manado-Gorontalo di desa Botumoputi sepanjang 3 km.," Jurnal Sipil Statik, 8(3)., 2020.
[23] I. Andito, A. Rifai and A. Akhir, "The Design of Alignment Horizontal Using Indonesia Highway Design Standard: A Case of Jalan Babat–Tapen, East Java.," Indonesian Journal of Multidisciplinary Science, 1(1), pp. 199-210, 2022.
[24] A. Megarestya, A. Rifai and M. Isradi, "The Horizontal Curved Geometric Design with Autocad® Civil 3D on Jalan Muara Wahau, East Kalimantan.," Indonesian Journal of Multidisciplinary Science, 1(1), pp. 237-250, 2022.
[25] L. Chen, J. Wang, X. Li and S. Zhang, "Utilizing the Pavement Condition Index (PCI) for optimizing maintenance strategies.," Journal of Infrastructure Systems, 31(2), 04021049, p. 31, 2022.
[26] R. Johnson, J. Smith and C. Williams, "Utilizing the Pavement Condition Index (PCI) for prioritizing road maintenance activities and resource allocation.," Journal of Infrastructure Systems,27(2), p. 27, 2021.
[27] N. Ahmed, M. Rahman and M. Hasan, "Evaluation of road conditions in an urban area using Pavement Condition Index (PCI).," Journal of Urban Planning and Development,145(1), p. 145, 2019.
[28] J. Smith, A. Johnson, C. Williams and K. Brown, "Localized evaluation approaches for assessing regional road network conditions.," Journal of Transportation Engineering,Part B:Pavement, 146(2),04019023, p. 146, 2020.
[29] G. Wang, Y. Han, D. Gong and Q. Li, "Calculation methods and interpretation criteria for Pavement Condition Index (PCI) evaluation.," Journal of Traffic and Transportation Engineering, 5(3),, pp. 216-223, 2018.
[30] M. Ziyadi, H. Ozer, S. Kang and I. Al-Qadi, "Vehicle energy consumption and an environmental impact calculation model for the transportation infrastructure systems.," Journal of cleaner production, 174, pp. 424-436, 2018.
[31] A. Fernandez, C. Rodriguez, R. Martinez and M. Garcia, "Benefits of using the Pavement Condition Index (PCI) to guide maintenance strategies: A case study.," Journal of Transportation Engineering, Part B: Pavement, 147(1), 04020029, p. 147, 2021.
[32] M. Wardhana, E. Suharto, I. Setiawan and A. Mulyanto, "Pavement condition index as a tool for road maintenance prioritization in Indonesia.," International Journal of GEOMATE,16 (54), pp. 35-45, 2019.
[33] R. Patil, S. Patel and V. Choubey, "Pavement Condition Index (PCI) as a tool for monitoring and managing road infrastructure.," Journal of Traffic and Transportation Engineering,7(4), pp. 400-407, 2020.
[34] S. Zhang, X. Shi, Y. Li and X. Liu, "Advanced calculation methods and interpretation criteria for Pavement Condition Index (PCI) evaluation.," Journal of Infrastructure Systems,29(1), p. 29, 2022.
[35] D. N. &. S. P. I. R. D. N. &. S. P. I. Rachman, ANALISIS KERUSAKAN JALAN DENGAN MENGGUNAKAN METODE PCI DAN STRATEGI PENANGANANNYA (STUDI KASUS JALAN NASIONAL SRIJAYA RAYA PALEMBANG KM 8+ 149 SD KM9+ 149)..
[36] D. Rachman and P. I. & Sari, "2020," ANALISIS KERUSAKAN JALAN DENGAN MENGGUNAKAN METODE PCI DAN STRATEGI PENANGANANNYA (STUDI KASUS JALAN NASIONAL SRIJAYA RAYA PALEMBANG KM 8+ 149 SD KM9+ 149)..

Published

2023-10-31

Issue

Section

Articles