Studi perencanaan overlay Jalan Ruas Kambuaya– Kumurkek Kab. Maybrat dengan tebal perkerasan lentur menggunakan metode Manual Desain Perkerasan Jalan (MDP) 2017
DOI:
https://doi.org/10.31004/jutin.v8i1.41732Keywords:
Kambuaya–Kumurkek Road, Flexible Pavement, Method MDP 2017Abstract
Road pavement refers to a layer situated between the subgrade dirt layer and the wheels of vehicles. It seeks to offer transportation services while ensuring that no substantial damage is anticipated during its operation. The road from Kambuaya to Kumurkek, recognized as the principal thoroughfare in West Papua, is a crucial infrastructure for enhancing the local economy. Consequently, to attain this enhancement, it is essential to evaluate and refine the current road pavement. The flexible pavement is defined as a pavement composed of a paved mixture for the surface layer and granular material for the underneath layer. The pavement layer possesses elasticity that enhances vehicle comfort during transit. Moreover, the 2017 MDP approach has been employed to assess the thickness of road pavement, contributing to the improvement of road performance while addressing the issues and impediments to asset performance in Indonesia. The Directorate General of Highways and Construction Development has established technical criteria for the restoration of severely damaged roadways. The specification encompasses a series of pavement layers designated for all National roads. This research employed a quantitative methodology, utilizing both primary and secondary data, and calculated pavement thickness based on the 2017 MDP. The findings indicated structural degradation on the Kambuaya to Kumurkek route, specifically in section 6, necessitating an additional structural overlay layer triggered by an IRI score of 2. Furthermore, it necessitated an extra layer thickness of 60 mm and mandated repair in sections 7 and 8 of the Kambuaya-Kumurkek road section, triggered by an IRI value of 3. Furthermore, section 9 requires non-structural overlay management due to an IRI value of 1, whereas the preceding section, section 10, necessitated reconstruction owing to an IRI value of 3 following the structural number assessment. This research suggests that the treatment constitutes a significant rehabilitation..References
Adeli, S., Najafi moghaddam Gilani, V., Kashani Novin, M., Motesharei, E., & Salehfard, R. (2021). Development of a relationship between pavement condition index and international roughness index in rural road network. Advances in Civil Engineering, 2021(1), 6635820.
Alifuddin, A. (2023). Studi Kerusakan Jalan dan Cara Penanggulangannya pada Jalan Metro Tanjung Bunga, Kota Makassar. Konstruksi: Publikasi Ilmu Teknik, Perencanaan Tata Ruang dan Teknik SipilKonstruksi: Publikasi Ilmu Teknik, Perencanaan Tata Ruang dan Teknik Sipil, 1(4), 36-55.
Alinizzi, M., Qiao, J. Y., Kandil, A., Cai, H., & Labi, S. (2017). Integration and evaluation of automated pavement distress data in INDOT’s pavement management system.
Chin, M. J., Babashamsi, P., & Yusoff, N. I. M. (2019, April). A comparative study of monitoring methods in sustainable pavement management system. In IOP Conference Series: Materials Science and Engineering (Vol. 512, No. 1, p. 012039). IOP Publishing.
Faisal, R. (2020). Perbandingan Metode Bina Marga Dan Metode PCI (Pavement Condition Index) Dalam Mengevaluasi Kondisi Kerusakan Jalan (Studi Kasus Jalan Tengku Chik Ba Kurma, Aceh). Teras Jurnal: Jurnal Teknik Sipil, 10(1), 110-122.
Faisal, R., Ahlan, M., Mutiawati, C., & Rozi, M. (2021, February). The comparison between the method of Bina Marga and the pavement condition index (PCI) in road damage condition evaluation (case study: Prof. Ali Hasyimi Street, Banda Aceh). In IOP Conference Series: Materials Science and Engineering (Vol. 1087, No. 1, p. 012028). IOP Publishing.
Hapsari, P. W., Muthohar, I., & Suparma, L. B. (2018). Functional Performance Assessment And Method Development Of Flexible Road Pavement In Indonesia National Road. Jurnal Hpji (Himpunan Pengembangan Jalan Indonesia), 4(2), 149-160.
Hasibuan, R. P. (2017). Studi Hubungan Pavement Condition Index (PCI) dengan Nilai International Roughness Index (IRI) Studi Kasus Ruas Jalan Gagak Hitam–Jl. Asrama (Doctoral dissertation).
Husen, M. S., Isya, M., & Apriandy, F. (2023). Penggunaan Aplikasi Roadbump Pro Dalam Penilaian Kondisi Perkerasan jalan (Studi Kasus: Ruas Jalan T. Nyak Arief, Kota Banda Aceh). Journal of The Civil Engineering Student, 5(1), 15-21.
Indonesia, P. M. P. U. R. (2011). Peraturan Menteri Pekerjaan UMUM Republik Indonesia Nomor 13/PRT/M/2011 Tentang Tata Cara Pemeliharaan Dan Penilikan Jalan. Menteri Pekerj. Umum Republik Indones, (13), 1-24.
Iskakbayev, A., Teltayev, B., & Oliviero Rossi, C. (2017). Modeling of cyclic strength for the asphalt concrete considering damage accumulation. Applied Sciences, 7(12), 1270.
Isradi, M., Subhan, A., & Prasetijo, J. (2020, August). Evaluation of the road pavement damage with bina marga method and pavement condition index method. In Proceedings of the International Conference on Industrial Engineering and Operations Management, August (pp. 3608-3614).
Kamba, C., & Rachman, R. (2018). Marshall Characteristics Test On Hot Rolled Sheet Base Combine Using Nickel Slag For Half Gap Graded. International Journal of Innovative Science, Engineering & Technology, 5(3), 14–19.
Kholiq, A. (2014). Perencanaan Tebal Perkerasan Lentur Jalan Raya Antara Bina Marga Dan Aashto’93 (Studi Kasus: Jalan Lingkar Utara Panyingkiran-Baribis Ajalengka). J-ENSITEC, 1(01).
Mahardika, A. G., Herawati, Rachman, T., Nuryono, B., Fadriani, H., Hidayat, I., & Ramady, G. D. (2021). Road Handling Using International Roughness Index and Surface Distress Index Method. Journal of Physics: Conference Series, 1933(1).
Makwana, P., & Kumar, P. (2018). Review of Falling Weight Deflectometer for Assessment of Flexible Pavement. Elk Asia Pacific Journal of Civil Engineering and Structural Development, 4(1).
Maulana, R., Syarwan, S., & Iskandar. (2020). Evaluasi Jenis Kerusakan Jalan dan Estimasi Biaya Perbaikan (Studi Kasus Jalan Banda Aceh – Medan KM 205+000 – 210+000). Jurnal Sipil Sains Terapan, 3(1), 43–51.
Melyar, M., Isya, M., & Saleh, S. M. (2021). Pavement condition assessment using SDI and PCI method on Geumpang road – West Aceh boundary. IOP Conference Series: Materials Science and Engineering, 1087(1), 012041.
Misdawati, M., Said, L. B., & St Maryam, H. (2021). Analisis Penurunan Umur Rencana Jalan Akibat Volume Kendaraan dan Kelebihan Muatan Pada Ruas Jalan Jend. Ahmad Yani Kota Parepare. Jurnal Flyover, 1(2), 38-47.
Mulyo, S. A., Said, L. B., & St Maryam, H. (2023). Analisis Pemeliharaan Jalan Nasional dengan Metode Bina Marga dan PCI Pada Ruas Jalan Slamet Riyadi Kota Samarinda. Jurnal Flyover, 3(1), 51-59.
Prasetyo, Y. D., Isradi, M., & Hartatik, N. (2021). Analisis penilaian kondisi kerusakan jalan dengan metode international roughness index dan pavement condition index pada ruas jalan panglima sudirman kabupaten tuban. EXTRAPOLASI, 18(2), 39–51.
Pratiwi, K. R. (2019). Penggunaan Metode International Roughness Index (Iri), Surface Distress Index (Sdi), Dan Pavement Condition Index (Pci) …. Prosiding Simposium Forum Studi Transportasi Antar Perguruan Tinggi Ke-22, November, 299–306.
Putri, D. A. P. A. G., Suryabrata, I. B., Ariawan, P., & Ariana, I. K. A. (2022). Evaluasi Jenis Kerusakan Jalan menggunakan Metode PCI dan Bina Marga (Studi Kasus: Jalan Gunung Agung Denpasar). Potensi: Jurnal Sipil Politeknik, 24(2), 86-93.
Ramadhan, S., Rosalina, -, & Hanif, -. (2020). Analisis survei kerusakan jalan dan estimasi biaya (studi kasus : Jalan Bireuen – Takengon Km 233+000 s.d 238+000). Jurnal Sipil Sains Terapan; Vol 3, No 01 (2020): JURNAL Sipil Sains Terapan ; 2620-6366, 3(1), 61–68.
Salsabilla, N., Sebayang, N., & Imananto, I. E. (2020). Analisis Penanganan Kerusakan Jalan Dengan Menggunakan Metode Bina Marga Dan Pci (Pavement Condition Index). Jurnal Sondir, 1, 34–44.
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