Analisis Efisiensi Biaya Antara Metode Patch Repair (Tambalan) dan Overlay (Pelapisan Ulang) Untuk Perbaikan Jalan Aspal di Banda Aceh

Authors

Uskur Reza Universitas Iskandar Muda
Dedek Ariansyah Universitas Iskandar Muda
Heru Pramanda Universitas Iskandar Muda
Bunyamin Bunyamin Universitas Iskandar Muda
Imransyah Idroes Universitas Iskandar Muda

DOI:

https://doi.org/10.55616/prince.v4i3.1055

Keywords:

Efficiency, Patch Repair, Overlay, Bina Marga

Abstract

Roads as an element of national transportation have an important role, especially in supporting the economic, social, cultural, and environmental sectors. Road conditions in Banda Aceh in 2025 indicate challenges in infrastructure. In road damage, there are several repairs such as repairs and overlays that require high costs. The purpose of this study is to compare the cost efficiency between the patch repair method and the overlay method. This research method is quantitative with research procedures guided by Bina Marga. Data analysis was carried out in this study using Microsoft Excel. Based on the results of the research that has been done, the level of road damage on Jl. Kamboja with a research sample of 6000 m2, there are 3 types of damage: patches, cracks, and holes. The total amount of damage on this is 30.0 with additional asphalt concrete damage of 0.51% with a damage area of 30.8 m2. From the research that has been done, there are 2 repair methods on this road. For road repairs using the patch repair method on Jl. Cambodia spent less time on the project, with a total budget of Rp59,003,177. Patch repairs were more effective and more economical than overlay repairs. Overlay repairs, on the other hand, cost Rp119,633,072.70, taking longer to complete. For emergency budgets, patch repairs are recommended over overlay repairs.

References

[1] [1] A. Suhendra, “Strategi Pemerintah Kota Banda Aceh dan Kota Surakarta dalam Mewujudkan Kota Ramah Disabilitas,” Matra Pembaruan, vol. 1, no. 3, pp. 131–142, 2017, doi: 10.21787/mp.1.3.2017.131-142.

[2] D. Iswanto, “Pengaruh Elemen - Elemen Pelengkap Jalur Pedestrian Terhadap Kenyamanan Pejalan Kaki ( Studi Kasus : Penggal Jalan Pandanaran, Dimulai dari Jalan Randusari Hingga Kawasan Tugu Muda ),” J. Ilm. Peranc. Kota dan Permukim., vol. 5, no. 1, pp. 21–29, 2006, [Online]. Available: http://eprints.undip.ac.id/18474/1/4_danoe_ielemen_lanskap_pandanaran.pdf

[3] P. Budiarnaya, “Analisis Kerusakan Jalan Menggunakan Metode Bina Marga 1990 (Studi Kasus Jalan Kapten Agung, Denpasar),” J. Ilm. Telsinas Elektro, Sipil dan Tek. Inf., vol. 6, no. 1, pp. 46–62, 2023, doi: 10.38043/telsinas.v6i1.4324.

[4] R. C. Tessalonika, F. Pelleng, and S. Asaloei, “(Daniel Christian Natan, Martinus Edy Sianto, Ivan Gunawan,2021),” Productivity, vol. 2, no. 5, p. 414, 2021.

[5] F. Rizal, Y. Yunus, S. Ardiana, and C. Anwar, “Pengaruh Epoxy Pada Mortar Geopolimer Terhadap Kuat Tekan Dan Daya Lekat Sebagai Patch Repair Material,” J. Bissotek, vol. 12, no. 2, pp. 90–101, 2022, [Online]. Available: https://doi.org/10.30811/bissotek.v12i2.3315

[6] M. Pamungkas and M. D. Bakri, “Identifikasi Tingkat Kerusakan Jalan Kenanga Kota Tarakan Dengan Metode Bina Marga,” Civ. Eng. Sci. J., vol. 2, no. 1, pp. 48–57, 2023, doi: 10.35334/cesj.v2i1.4131.

[7] S. P. Giri, E. S. Murtiono, and K. Rahmawati, “Analisis Tingkat Kerusakan Jalan Pada Lapisan Permukaan Menggunakan Metode Pavement Condition Index (Pci) Di Ruas Jalan Batujamus ─ Sragen,” Indones. J. Civ. Eng. Educ., vol. 7, no. 1, p. 48, 2022, doi: 10.20961/ijcee.v7i1.60713.

[8] E. Rizkiawan, A. Setiawan, and S. J. Legowo, “Perencanaan Tebal Lapis Tambah ( Overlay ) Metode Pd T-05-2005-B Dan Metode SDPJL Pada Ruas Jalan,” E-Jurnal MatriksTeknik Sipil. Univ. Sebel. Maret. Surakarta., pp. 623–631, 2017.

[9] K. Darmawan, H. Hani’ah, and A. Suprayogi, “Analisis Tingkat Kerawanan Banjir di Kabupaten Sampang Menggunakan Metode Overlay dengan Scoring Berbasis Sistem Informasi Geografis,” J. Geod. Undip, vol. 6, no. 1, pp. 31–40, 2017, [Online]. Available: https://ejournal3.undip.ac.id/index.php/geodesi/article/view/15024

[10] D. A. L. Dwi Ayu Lestari, Akhmad Hasanuddin, and Tatang Maulana Maliq, “Perencanaan Tebal Overlay Dan Estimasi Biaya Perbaikan Jalan Dengan Metode Bina Marga 2017 Dan 1987,” JMTS J. Mitra Tek. Sipil, vol. 7, no. 4, pp. 1303–1314, 2025, doi: 10.24912/jmts.v7i4.29046.

[11] R. L. Jannah, H. Yermadona, and S. Dewi, “PAVEMENT CONDITION INDEX (PCI) (Studi kasus : Jl. Lintas Sumatera Km 203-213),” Ensiklopedia Res. Community Serv. Rev., vol. 1, no. 2, pp. 114–122, 2022, [Online]. Available: http://jurnal.ensiklopediaku.org

[12] I. Artikel, “SIMULASI METODE BACK PROPAGATION DALAM ANALISIS,” vol. 8, no. 2, 2023.

[13] M. faiso. Bakhri, Y. A. Saputro, D. Rohmanto, F. Roehman, and M. Mushthofa, “Analisis Kerusakan Perkerasan Jalan Menggunakan Metode Binamarga, Pci Dan Sdi,” Pasak J. Tek. Sipil dan Bangunan, vol. 1, no. 1, pp. 30–33, 2023, doi: 10.32699/pasak.v1i1.5652.

[14] Falderika, “Pengaruh volume kendaraan terhadap tingkat kebisingan,” vol. 3, no. April, p. 13016013, 2021.

[15] A. G. Giovani, Marjono, and M. Khamim, “Evaluasi Tingkat Kerusakan Perkerasan Jalan Berdasarkan Metode Bina Marga,” J. JOS-MRK, vol. 1, no. September, pp. 153–157, 2020.

Downloads

Published

11/27/2025

How to Cite

Uskur Reza, Ariansyah, D., Pramanda, H., Bunyamin, B., & Idroes, I. (2025). Analisis Efisiensi Biaya Antara Metode Patch Repair (Tambalan) dan Overlay (Pelapisan Ulang) Untuk Perbaikan Jalan Aspal di Banda Aceh. Journal of Planning and Research in Civil Engineering, 4(3), 684–690. https://doi.org/10.55616/prince.v4i3.1055