Pengaruh Muatan Berlebih (Overloading) Kendaraan Berat terhadap Umur Rencana Jalan pada Ruas Jalan Kopang – Masbagik

Siti Nilza Humaerok, Anwar Efendy, Nurul Hidayati

Abstract


Roads are basic infrastructure facilities needed by humans to move from one location to another in order to fulfill their needs. Essentially, the structural quality of roads will deteriorate as the road ages, especially if they are used by vehicles with heavy loads that tend to exceed the regulations. The Kopang–Masbagik road section in West Nusa Tenggara Province is a national road with heavy traffic and a predominance of heavy vehicles. This condition causes an increase in traffic load, mainly due to overloading, which can accelerate pavement damage and reduce the planned road life. This study aims to analyze the effect of heavy vehicle overloading on the planned road life using the 2024 Bina Marga method with the Cumulative Equivalent Single Axle Load (CESAL) approach. The data used includes Average Daily Traffic (ADT) from BPJN West Nusa Tenggara and vehicle weighing data from UPPKB Bertais. The analysis results show that under normal conditions, the cumulative CESAL value over a 10-year design life is 84,338,823 ESA, with the final Remaining Life (RL) reaching 0%, consistent with the design life. However, under overload conditions, the cumulative CESAL value increases dramatically to 250.658.619 ESA. The impact of overloading causes a reduction in the planned lifespan; based on calculations carried out, there is a decrease in the planned lifespan of 0.552 years from the planned lifespan of 10 years.

Keywords


Overloading, Road Design Life, Vehicle Load, CESAL

Full Text:

PDF

References


Aptarila, G., Lubis, F., & Saleh, A. (2020). Analisis Kerusakan Jalan Metode SDI Taluk Kuantan - Batas Provinsi Sumatera Barat. Siklus : Jurnal Teknik Sipil, 6(2), 195–203. https://doi.org/10.31849/siklus.v6i2.4647

Bayu Priyanda, E. (2022). Dampak Kendaraan Overload Terhadap Umur Rencana Jalan. Seminar Nasional Dan Diseminasi Tugas Akhir 2022, 22–30.

Das, A. M., Setiawan, A., & Hurairah, A. (2024). Analisa Kerusakan Jalan Akibat Beban Kendaraan di Gerbang Masuk Kota Jambi Paal 10 – Simpang 4 Paal 10 Kota Jambi. Jurnal Talenta Sipil, 7(2), 954-960. DOI:10.33087/talentasipil.v7i2.607

Hidayat, I., & Putra, N. E. (2024). Pengaruh Beban Berlebih Terhadap Umur Rencana Perkerasan Jalan (Studi Kasus Jalan Cemara Medan). JMRI Journal of Multidisciplinary Research and Innovation, 2(1), 24–34. https://doi.org/10.61240/jmri.v2i1.61

Iskahar, Sulgah Anjarwati, & Olivia Oktafiani Rejeki. (2021). the Effect of Overload on the Design Life of the Road Pavement (Case Study of Jenderal Soedirman Road Sokaraja). Hal, 2(2), 75–86. http://jurnalnasional.ump.ac.id?index.php/civeng

Julindra Aidi, Sjelly Haniza, A. S. (2022). Analisis Beban Kendaraan Terhadap Umur Rencana Perkerasan Jalan. Jurnal Gradasi Teknik Sipil, 6, 135–141.

Kementerian Pekerjaan Umum Dan Perumahan Rakyat Direktorat Jenderal Bina Marga. 2024 Manual Perkerasan Jalan Nomor 03/M/BM/2024. Jakarta:Kementerian PUPR.

Liemantika, W. A. O., Lalamentik, L. G. J., & Manoppo, M. R. E. (2023). Pengaruh Beban Berlebih Terhadap Umur Perkerasan Jalan (Studi Kasus Ruas Jalan Wolter Monginsidi Bitung). Jurnal TEKNO, 21(85), 1491–1500.

Manguande, J., Manoppo, M. R. E., & Sendow, T. K. (2020). Analisis Perbandingan Desain Overlay Perkerasan Lentur Dengan Metode Bina Marga 2017 Menggunakan Data Lendutan Bb Dan Aashto 1993 Menggunakan Data Lendutan Fwd ( Study Kasus : Ruas Jalan Airmadidi - Kairagi ). Jurnal Sipil Statik, 8(1), 23–32.

Misdawati, M., Said, L. B., & Maryam H, S. (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. https://doi.org/10.52103/jfo.v1i2.749

Purwahono, F. P., & Solichin, I. (2023). Analisa Pengaruh Beban Kendaraan Terhadap Sisa Umur Rencana Jalan Dengan Metode Bina Marga 2017 Pada Ruas Jalan Brigjend Katamso - Jalan Raya Berbek - Jalan Raya Wadung Asri (STA 0+000 – STA 5+000). INNOVATIVE: Journal Of Social Science Research, 3, 9919–9933.

Pratama, K. M. D., Wahyuningsih, T., & Efendy, A. (2025). Analisa Tebal Lapis Perkerasan Jalan Tgh. Faesal Menggunakan Metode Bina Marga 2017 dan AASHTO 1993. Jurnal Sains Teknologi & Lingkungan, 11(2), 295–309. https://doi.org/10.29303/jstl.v11i2.823

Pratama, K. M. D., Wahyuningsih, T., & Efendy, A. (2025). Analisa Tebal Lapis Pekerasan Jalan Tgh.Faesal Kota Mataram Menggunakan Metode Bina Marga 2024. Prosiding Seminar Nasional Teknik Sipil 2025, 298–308.

Umar, J. (2021). Pengaruh Kendaraan Bermuatan Lebih (Overloading) Terhadap Umur Rencana Jalan. Seminar Nasional Insinyur Profesional (SNIP), 1(1). https://doi.org/10.23960/snip.v1i1.128

UPPKB Bertais. (2025). Data laporan kegiatan UPPKB Bertais tahun 2025. UPPKB Bertais.

Vinsensius Budiman Pantas, Niakku Imanuel Maggang, & Anie Adrianti Tuati. (2025). Analisis Pengaruh Kendaraan Over Dimension Overload (ODOL) Terhadap Perkerasan Pada Ruas Jalan Timor Raya. Jurnal Teknologi Dan Manajemen Industri Terapan, 4(I), 181–189. https://doi.org/10.55826/jtmit.v4ii.1028

Zein, R. R., Franchitika, R., Teknik, F., Medan, U. H., Sipil, T., & Negeri, U. P. (2023). Evaluasi Beban Berlebih Kendaraan Terhadap Kerusakan Pada Perkerasan Rigid Pavement Di Jalan Karya Jaya Medan Johor Evaluation of Vehicle Overload on Rigid Pavement Damage on Jalan Karya Jaya Medan Johor. 4057, 31–37.




DOI: http://dx.doi.org/10.33087/talentasipil.v9i1.1157

Refbacks

  • There are currently no refbacks.


Creative Commons License
This work is licensed under a Creative Commons Attribution-ShareAlike 4.0 International License.

Jurnal Talenta Sipil, Faculty of Engineering, Batanghari University
Adress: Fakultas Teknik, Jl.Slamet Ryadi, Broni-Jambi, Kec.Telanaipura, Kodepos: 36122, email: talentasipil.unbari@gmail.com


Creative Commons License This work is licensed under a Creative Commons Attribution-ShareAlike 4.0 International License.