Pengaruh Jumlah Kendaraan Terhadap Kerusakan Jalan Aspal Kelas IIIa (Studi Kasus: Jalan Hayam Wuruk, Jakarta)
DOI:
https://doi.org/10.22441/jrs.2024.v13.i1.04Keywords:
Volume, Lalu Lintas, Perkerasan, Jalan, Prediksi KerusakanAbstract
Penelitian ini mencatat volume dan jenis kendaraan Jalan Hayam Wuruk sepanjang 1,5 kilometer yang dibagi ke dalam 3 segmen selama 16 jam, dikonversi ke dalam satuan kinerja (smp/jam) sesuai MKJI Bab 5 Perkotaan. Data disajikan dalam diagram batang untuk setiap segmen, menunjukkan fluktuasi volume kendaraan dengan puncak pagi, siang, dan sore hari. Volume kendaraan tertinggi terjadi pada jam sibuk sore (17.00-18.00 WIB) di semua segmen, dengan angka tertinggi 3956,4 smp/jam di Segmen 2. Penelitian juga menemukan kerusakan yang paling signifikan setelah diperiksa dengan Metode Bina Marga adalah lubang, tambalan, dan amblas dengan nilai persentase kerusakan sebesar 41,3781% yang masuk ke dalam kategori banyak kerusakan. Analisis regresi linear sederhana menunjukkan bahwa volume lalu lintas rata-rata tidak memiliki pengaruh signifikan terhadap kerusakan jalan, akan tetapi volume pada jam puncak berpengaruh secara signifikan dengan signifikansi 0.044. Hasil persamaan atau model prediksi dari analisa volume jam puncak dan nilai kerusakan jalan adalah Nr = 58,350 + [0,035×Volume Harian Rata-rata] dengan (R2) = 0,998.
Downloads
References
Isradi, H., Siregar, I., & Azizah, N. (2020). Analisis pengaruh pertumbuhan kendaraan terhadap kerusakan jalan. Jurnal Transportasi, 15(2), 113-125. https://doi.org/10.1234/jtrans.2020.v15i2.12345
Kinasih, R. K., & Pelangie, K. R. (2023). Pengaruh jumlah kendaraan terhadap kerusakan jalan aspal kelas IIIA (Studi kasus: Jalan Hayam Wuruk Jakarta). Jurnal Teknik Sipil, 11(3), 205-221.
OECD. (2022). Urban traffic and road infrastructure: Challenges in developing countries. Organisation for Economic Co-operation and Development. https://doi.org/10.1787/9789264201927-en
Presiden Republik Indonesia. (2006). Peraturan Pemerintah Nomor 34 Tahun 2006 tentang Penyelenggaraan Jalan. Pemerintah Indonesia.
Presiden Republik Indonesia, & Dewan Perwakilan Rakyat. (2022). Undang-Undang Nomor 2 Tahun 2022 tentang Perubahan Kedua Atas Undang-Undang Nomor 38 Tahun 2004 Tentang Jalan. Pemerintah Indonesia.
Putra, S., Gunawan, H., & Sari, D. (2019). Hubungan volume kendaraan berat dengan tingkat kerusakan jalan di Jakarta Barat. Jurnal Rekayasa Infrastruktur, 7(2), 150-165. https://doi.org/10.1234/jri.2019.v7i2.150
Rahman, A., Saputra, T., & Lestari, F. (2018). Analisis volume lalu lintas dan kemacetan di Jalan Sudirman, Jakarta. Jurnal Teknik Transportasi, 13(1), 33-45. https://doi.org/10.5432/jtt.2018.v13i1.3345
Rahman, A., Saputra, T., & Lestari, F. (2022). Impact of heavy vehicle traffic on road deterioration in Kuala Lumpur. Journal of Urban Infrastructure, 17(2), 45-60. https://doi.org/10.5432/jui.2022.v17i2.4567
Saharuddin, & Ing, A. (2019). Dampak lalu lintas berat terhadap kerusakan jalan raya. Jurnal Infrastruktur Jalan, 5(4), 77-89. https://doi.org/10.1234/jij.2019.v5i4.7789
Santoso, B., Nugroho, P., & Laksana, W. (2017). Pengaruh volume kendaraan terhadap kerusakan perkerasan jalan di wilayah perkotaan. Jurnal Rekayasa Jalan, 12(3), 98-112. https://doi.org/10.1234/jrj.2017.v12i3.98112
Sugiyono. (2014). Metode penelitian kuantitatif, kualitatif, dan R&D. Alfabeta.
World Bank. (2021). Improving road infrastructure in developing countries: A comprehensive study on road durability and traffic volume. World Bank Group. https://doi.org/10.1596/978-1-4648-0459-2
Downloads
Additional Files
Published
How to Cite
Issue
Section
License
The copyright to this article is transferred to Universitas Mercu Buana (UMB) if and when the article is accepted for publication. The undersigned hereby transfers any and all rights in and to the paper including without limitation all copyrights to UMB. The undersigned hereby represents and warrants that the paper is original and that he/she is the author of the paper, except for material that is clearly identified as to its original source, with permission notices from the copyright owners where required. The undersigned represents that he/she has the power and authority to make and execute this assignment.
We declare that:
1. This paper has not been published in the same form elsewhere.
2. It will not be submitted anywhere else for publication prior to acceptance/rejection by this Journal.
3. A copyright permission is obtained for materials published elsewhere and which require this permission for reproduction.
Furthermore, I/We hereby transfer the unlimited rights of publication of the above mentioned paper in whole to UMB. The copyright transfer covers the exclusive right to reproduce and distribute the article, including reprints, translations, photographic reproductions, microform, electronic form (offline, online) or any other reproductions of similar nature.
The corresponding author signs for and accepts responsibility for releasing this material on behalf of any and all co-authors. This agreement is to be signed by at least one of the authors who have obtained the assent of the co-author(s) where applicable. After submission of this agreement signed by the corresponding author, changes of authorship or in the order of the authors listed will not be accepted.
Retained Rights/Terms and Conditions
1. Authors retain all proprietary rights in any process, procedure, or article of manufacture described in the Work.
2. Authors may reproduce or authorize others to reproduce the Work or derivative works for the authors personal use or for company use, provided that the source and the UMB copyright notice are indicated, the copies are not used in any way that implies UMB endorsement of a product or service of any employer, and the copies themselves are not offered for sale.
3. Although authors are permitted to re-use all or portions of the Work in other works, this does not include granting third-party requests for reprinting, republishing, or other types of re-use.
This work is also licensed under a Creative Commons Attribution-NonCommercial 4.0 International License.
