Analysis of Road Damage Using Road Condition Survey Data and Handling Designs (Case Study of the Pasangkayu - Baras Section)
DOI:
https://doi.org/10.32832/astonjadro.v13i2.15409Keywords:
IRI; Mata Garuda (MAGARU); PCI; preventive; major rehabilitation; minor rehabilitation and RNI.Abstract
Inventory data and road conditions are the main road network data for measuring and monitoring road network conditions, making predictions of future conditions, and assisting in the strategic decision making process in road network management. This data is also the main data in general road network planning, programming and budgeting, research to evaluate the condition of road pavement to evaluate the condition of road pavement according to the level of damage so that later the budget can be determined. Data collection on road conditions uses a survey vehicle called Mata Garuda (MAGARU). The data obtained from MAGARU is road network data/RNI, pavement condition data/PCI and road unevenness data/IRI. Testing using the Benkelman Beam (BB) tool at 100 m intervals. Collecting traffic enumeration data uses CCTV equipment installed on the road section with an observation period of 7 x 24 hours. The results of the analysis showed that the proposed type of treatment was Preventive with an average value of 3.7, Minor Rehabilitation with an average value of 5.4 and Major Rehabilitation with a value of 8.8. For the PCI survey analysis, Preventive Treatment was obtained with an average value of 87.5, Minor Rehab with an average value of 65.3 and Major Rehab with an average value of 27.5. For the analysis of the deflection survey, a value of > 0.4 was obtained so the treatment was Major Rehab. The CESA4 value is 4,059 x 106 and the CESA5 value is 5,546 x 106. The results of pavement calculations show that Preventive Treatment uses Thin Layer Asphalt Concrete (LTBA), Minor Rehab uses Asphalt Concrete Wearing Course (AC-WC), Major Rehab uses Asphalt Concrete Wearing Course ( AC-WC), Asphalt Concrete Binder Course (AC-BC) and Asphalt Concrete Binder Course Leveling (AC-BC Lev).
References
BSN. (n.d.). SNI 2416 -2011 Cara Uji Lendutan Perkerasan Lentur dengan Alat Benkelman Beam.
Departemen Pekerjaan Umum. (2005). Perencanaan Tebal Lapis Tambah Perkerasan Lentur dengan Metoda Lendutan (Pd T-05-2005-B. In Pusat Penelitian dan Pengembangan Prasarana Transportasi, Badan Penelitian dan Pengembangan ex. Departemen Kimpraswil.
Hasibuan, R. P., & Surbakti, M. S. (2019). Study of Pavement Condition Index (PCI) relationship with International Roughness Index (IRI) on Flexible Pavement. MATEC Web of Conferences, 258, 1–5. https://doi.org/10.1051/matecconf/20192
Kusmaryono, I., Fricilia, M., & Furqan, M. D. (2022). Kajian Tingkat Kerusakan Jalan Limbangan Garut Jawa Barat Berdasarkan Pedoman Indeks Kondisi Perkerasan (IKP) Pd 01-2016-B. Jurnal Teknik Sipil, XI(2), 1–130.
Kusmaryono, I., & Sepinggan, C. R. D. (2020). Analisis Kondisi Kerusakan Permukaan Perkerasan Jalan Lentur Menggunakan Pedoman Penentuan Indeks Kondisi Perkerasan Dan Penanganannya Pada Jalan Raya Bogor Di Kota Depok. Teknik Sipil, X(1), 25–33. https://ejournal.istn.ac.id/index.php/cline/article/view/898
Lasarus, R., Lalamentik, L. G. J., & Waani, J. E. (2020). Analisa Kerusakan Jalan dan Penanganannya dengan Metode PCI (Pavement Condition Index) (Studi Kasus : Ruas Jalan Kauditan (by pass)-Airmadidi ; STA 0+770-STA 3+770). Jurnal Sipil Statik, 8(4), 645–654.
Maghfiroh, A., & Poerwanto, J. A. (2022). Analisis Kerusakan Jalan Raya Ploso-Plandaan Kabupaten Jombang Berdasarkan Metode Bina Marga. Jurnal Online Skripsi …, xx(September), 1–6. http://jos-mrk.polinema.ac.id/index.php/jos-mrk/article/view/443
Nur Muhammad, H. (2022). Perbandingan Nilai Kerusakan Berdasarkan Pengamatan Metode Pavement Condition Index (PCI) Dan Metode International Roughness Index Pada Jalan Raya Bukittinggi-Medan Km7. Ensiklopedia Research and Community Service Review, 1(2), 200–204. https://doi.org/10.33559/err.v1i2.1145
Pattipeilohy, J., Sapulette, W., & Lewaherilla, N. M. Y. (2019). Perencanaan Tebal Perkerasan Lentur Pada Ruas Jalan Desa Waisarisa – Kaibobu. Manumata Vol 5, No 2 (2019), 5(2), 56–64.
Permukiman, D., & Prasarana. (2002). Pt T-01-2002-B Perencanaan Tebal Perkerasan Lentur.
PUPR, K. (2016). Penentuan indeks kondisi perkerasan (IKP). Rakyat, Kementerian Pekerjaan Umum dan Perumahan.
PUPR, K. (2017a). Manual Desain Perkerasan Jalan 2017 (Issue 02). Kementerian Pekerjaan Umum dan Perumahan Rakyat.
PUPR, K. (2017b). Panduan Pemilihan Teknologi Pemeliharaan Preventif Perkerasan Jalan.
PUPR, K. (2018a). Modul 3 Pengumpulan Data Volume Lalu Lintas. Rakyat, Kementerian Pekerjaan Umum dan Perumahan.
PUPR, K. (2018b). Spesifikasi Umum 2018, Divisi 6. 77(502), 428–429.
PUPR, K. (2019a). Modul 1 Pengumpulan Data Ketidakrataan Permukaan Jalan. Rakyat, Kementerian Pekerjaan Umum dan Perumahan.
PUPR, K. (2019b). Modul 3 Pengumpulan Data Indeks Kondisi Perkerasan Jalan Dan Survei Cepat Drainase. Rakyat, Kementerian Pekerjaan Umum dan Perumahan.
PUPR, K. (2019c). Pengumpulan Data Lendutan Perkerasan Jalan. Rakyat, Kementerian Pekerjaan Umum dan Perumahan.
PUPR, K. (2020). Suplemen Manual Desain Perkerasan (MDP) 2017.
Rahman, M. A., Arifin, H., & Sowolino, B. O. (2022). Perbandingan Metode International Roughness Index Dengan Pavement Condition Index Untuk Penentuan Kondisi Jalan Nasional Di Kota Wamena (Studi Kasus : Ruas Jalan Wamena – Habema). Rang Teknik Journal, 5(1), 1–7. https://doi.org/10.31869/rtj.v5i1.2702
Ramli, Y., Isya, M., & Saleh, S. M. (2018). Evaluasi Kondisi Perkerasan Jalan Dengan Menggunakan Metode Pavement Condition Index (PCI) (Studi Kasus Ruas Jalan Beureunuen – Batas Keumala). Jurnal Teknik Sipil, 1(3), 761–768. https://doi.org/10.24815/jts.v1i3.10037
Soeseno, A. C., & Tajudin, A. N. (2021). Evaluasi Kondisi Perkerasan Jalan Nasional Serta Alternatif Penanganannya (Studi Kasus : Jalan Daan Mogot). JMTS: Jurnal Mitra Teknik Sipil, 4(3), 753. https://doi.org/10.24912/jmts.v0i0.12682
Yunus, A., Said, L. B., & Alifuddin, A. (2022). Analisis penentuan penanganan jalan nasional metode International Roughness Index (IRI) dan Pavement Condition Index (PCI): Studi kasus : ruas jalan Kalukku - Bts Kota Mamuju. Jurnal Konstruksi : Teknik, Infrastruktur Dan Sains; Vol. 1 No. 1 (2022): 10–21. http://pasca-umi.ac.id/index.php/kons/article/view/975
Mubarak, M., Rulhendri, R., & Syaiful, S. (2020). PERENCANAAN PENINGKATAN PERKERASAN JALAN BETON PADA RUAS JALAN BABAKAN TENGAH KABUPATEN BOGOR. ASTONJADRO, 9(1), 1–13. https://doi.org/10.32832/astonjadro.v9i1.2694
Paikun, P., Andriani SP, R. W., Destaman, F., & Winardi, D. (2021). ROAD GEOMETRIC FEASIBILITY IN ROAD SAGARANTEN – TEGALBULEUD KM.BDG 175 + 100. ASTONJADRO, 10(1), 117–134. https://doi.org/10.32832/astonjadro.v10i1.4213
Paikun, P., Suminar, E., Irawan, A., & Bahri, S. (2021). DETERMINING ROAD HANDLING ACCORDING TO THE LEVEL OF DAMAGE USING SURFACE DISTRESS INDEX (SDI) METHOD. ASTONJADRO, 10(1), 135–149. https://doi.org/10.32832/astonjadro.v10i1.4265
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