Analisa Kerusakan Jalan Menggunakan Metode Surface Distress Index (SDI) Jalan Darul Hikmah Terong Tawah
DOI:
https://doi.org/10.36312/ej.v6i2.2598Keywords:
Kondisi Jalan, Perkerasan Lentur, Surface Distress Index, Survei Visual, Pemeliharaan BerkalaAbstract
Penelitian ini bertujuan untuk mengevaluasi kondisi perkerasan lentur pada ruas Jalan Darul Hikmah yang terletak di Desa Terong Tawah, Kecamatan Labuapi, Kabupaten Lombok Barat. Jalan ini memiliki peran strategis sebagai penghubung antara kawasan permukiman, sekolah, perdagangan, serta jalur distribusi barang, namun belum mendapatkan penanganan pemeliharaan secara optimal. Penelitian ini menggunakan metode Surface Distress Index (SDI), yang merupakan metode visual kuantitatif untuk mengukur tingkat kerusakan jalan berdasarkan empat parameter: luas dan lebar retak, jumlah lubang, serta bekas roda. Data dikumpulkan melalui survei visual sepanjang 500 meter dan dibagi menjadi lima segmen berdasarkan STA (station). Hasil penelitian menunjukkan bahwa jenis kerusakan yang dominan adalah retak kulit buaya, lubang, dan rusak tepi, yang tersebar tidak merata di seluruh segmen. Nilai rata-rata SDI pada ruas jalan tersebut sebesar 59, mengindikasikan bahwa jalan berada dalam kondisi sedang dan memerlukan pemeliharaan berkala. Segmen dengan nilai tertinggi mencapai 85 berada pada STA 0+000 hingga STA 0+200, sementara segmen dengan kondisi terbaik (nilai SDI 25) berada pada STA 0+200 hingga STA 0+400. Hasil ini menunjukkan pentingnya penerapan metode SDI sebagai dasar teknis dalam perencanaan pemeliharaan dan peningkatan infrastruktur jalan lokal, terutama di daerah dengan sumber daya terbatas. Penelitian ini juga menekankan pentingnya sistem drainase dan desain geometrik yang sesuai guna meningkatkan umur layanan jalan.
Analysis of Road Damage Using the Surface Distress Index (SDI) Method on the Darul Hikmah Terong Tawah Road
Abstract
This study aims to evaluate the flexible pavement condition of Darul Hikmah Road located in Terong Tawah Village, Labuapi District, West Lombok Regency. This road plays a strategic role as a connector between residential areas, schools, commercial centers, and logistics routes, yet has not received proper maintenance. The study employs the Surface Distress Index (SDI) method, a quantitative visual approach that assesses pavement surface damage based on four parameters: crack area and width, pothole count, and wheel path deformation. Data were collected through a 500-meter visual survey divided into five segments based on stationing (STA). The results reveal that dominant types of damage include alligator cracking, potholes, and edge failures, unevenly distributed across the segments. The average SDI value was 59, indicating a fair condition that necessitates periodic maintenance. The highest SDI score (85) was recorded in STA 0+000 to STA 0+200, while the best segment condition (SDI 25) was found in STA 0+200 to STA 0+400. These findings affirm the practicality and accuracy of the SDI method in guiding maintenance planning, particularly in regions with limited technical resources. Furthermore, the study highlights the importance of adequate drainage systems and appropriate geometric road design to extend pavement service life and ensure safe, efficient traffic flow.
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References
Adiman, E., Praksa, R., Frestantio, R., Nadim, A., Ribbiyuan, A., & Amri, K. (2023). Preservasi perkerasan lentur berdasarkan nilai kondisi jalan menggunakan metode pci di jalan srikandi kota pekanbaru. Racic Rab Construction Research, 8(2), 182-193. https://doi.org/10.36341/racic.v8i2.2922
Amrita, A., MCA, T., Susanti, E., & Jemisius, F. (2023). Evaluasi kerusakan jalan soekarno hatta labuan bajo menggunakan metode bina marga. Waktu Jurnal Teknik Unipa, 21(01). https://doi.org/10.36456/waktu.v21i01.6655
Annisa, I., Wulan, W., Herius, A., & Mirza, A. (2024). Perencanaan geometrik dan tebal perkerasan kaku pada jalan simpang kolam-simpang semambang baru. Pilar, 19(2), 53-57. https://doi.org/10.53893/pilar.v19i2.9541
Anugrah, A.D., (2021). Analisa Penilaian Kondisi Jalan Raya Dengan Metode Surface Distress Index (SDI) Dan Present Serviceability Index (PSI) Studi Kasus : Duri Kecamatan Mandau, Pekanbaru.
Anwar, A. and Jaya, F. (2023). Peningkatan nilai stability aspal hotmix menggunakan campuran serbuk batu basalt scoria. JTS, 1(01), 47-56. https://doi.org/10.24967/jts.v1i01.2411
Aptarilia, G., Lubis, F., & Saleh, A. (2020). Analisis Kerusakan Jalan Metode SDI Taluk Kuantan - Batas Provinsi Sumatera Barat. Vol.6, No. 2 , Hal. 195-203.
Artiwi, N. P., Amilia, E., & Abadi, H. J. (2021). Analisa Kerusakan Jalan Pada
Direktorat Jenderal Bina Marga, 1990. “ Tata Cara Penyusunan Program Pemeliharaan Jalan Kota.
Direktorat Jenderal Bina Marga, 1990. Manual Pemeliharaan Jalan, Yayasan Penerbitan PU. Jakarta
Direktorat Jenderal Bina Marga. 2011. Manual Survei Kondisi Jalan Untuk Pemeliharaan Rutin.
Estysani, C., Tobi, N., Seda Oke, P,S,M., & Bela, R,K., (2024). Penilaian Kondisi Jalan Menggunakan Metode SDI (Surface Distress Index) Pada Ruas Jalan Matani Raya Kabupaten Kupang., Vol. 7, No. 01, Hal. 42-47
Faritzie,A,H,. Djohan,B,. & Wijaya, B. (2019). Pengaruh Volume Kendaraan Terhadap Kerusakan Jalan Pada Perkerasan Lentur (Flexible Pavement). Vol. 9, No.2, Hal. 100-107.
Irhamuddin, Firzan, & Rahman, A. (2023). Penilaian Kondisi Jalan Menggunakan Metode SDI (Surface Distress Index) Dan Pendataan Dalam GIS (Geographic Information System) Di Kabupaten Nagan Raya. JITU (Jurnal Ilmiah Teknik UNIDA), Vol.4, No. 1, Hal. 79-86.
Ismawati & Fitriyanti. (2023). Pengaruh Volume Kendaraan Terhadap Tingkat Kerusakan Jalan Pada Perkerasan Rigid Di Desa Labokong Kabupaten Soppeng. JTEKSIL (Jurnal Teknik Sipil Universitas Lamappapoleonro, Vol. 1, No. 2, Hal. 72-80
Isradi, M., Prasetijo, J., Aden, T., & Rifai, A. (2023). Relationship of present serviceability index for flexible and rigid pavement in urban road damage assessment using pavement condition index and international roughness index. E3s Web of Conferences, 429, 03012. https://doi.org/10.1051/e3sconf/202342903012
Krisdiyanto, A., Dewi, K., & Wijayanto, M. (2022). Analisa perbandingan perencanaan tebal perkerasan lentur metode aashto 1993 dan tebal perkerasan lentur metode bina marga 2017. Jurnal Teknik Sipil, 15(1), 22-33. https://doi.org/10.56444/jts.v15i1.34
Nariendra, P. and Juanita, J. (2023). Implementasi kebijakan operasional truk overloading di provinsi jambi. Techno (Jurnal Fakultas Teknik Universitas Muhammadiyah Purwokerto), 24(1), 59. https://doi.org/10.30595/techno.v24i1.17213
Nur, W., Subagio, B., & Hariyadi, E. (2019). Relationship between the pavement condition index (pci), present serviceability index (psi), and surface distress index on soekarno hatta road, bandung. Jurnal Teknik Sipil, 26(2), 111-120. https://doi.org/10.5614/jts.2019.26.2.3
Raharjo, N. (2022). Penilaian kualitas pelayanan jalan simpang gajayana-joyoagung kota malang berdasarkan pedoman geometrik jalan 2021 dan mkji 1997. Jurnal Manajemen Teknologi & Teknik Sipil, 5(2), 163. https://doi.org/10.30737/jurmateks.v5i2.3294
Republik Indonesia. 2004. Undang-Undang No.38 tahun 2004 Tentang Jalan.
Republik Indonesia. 2006. Undang-Undang No. 34 tahun 2006 Tentang Jalan.
Rifqi, M. and Fitriani, H. (2020). Identifikasi kerusakan perkerasan lentur pada ruas jalan soekarno–hatta, palembang. Jurnal Saintis, 20(01), 19-26. https://doi.org/10.25299/saintis.2020.vol20(01).4072
Ruas Jalan Raya Jakarta KM.04 Kota Serang Menggunakan Metode PCI (Pavement Condition Index) dan SDI (Surface Distress Index). josce : Journal Of Sustainable Civil Engineering, Vol.3, No 1, Hal. 59-72.
Sekretariat Negara. Jakarta
Sekretariat Negara. Jakarta
Yastawan, I. N., Wedagama, D. M., & Ariawan, I. A. (2021). Penilaian Kondisi Jalan Menggunakan Metode SDI (Surface Distress Index) dan Inventarisasi Dalam GIS (Geographic Information System) di Kabupaten Klungkung. Jurnal Spektran, Vol.9, No. 2, Hal 181-188.
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