ANALISIS KERUSAKAN DAN PENINGKATAN RUAS JALAN TANJUNG LANGKAT LAUTEPU KECAMATAN SALAPIAN KABUPATEN LANGKAT

Analysis Of Damage And Improvement Of Tanjung Langkat Lautepu Road Section, Salapian District, Langkat Regency

Authors

  • M. Rizqi Ardi Politeknik Negeri Medan, Sumatera Utara, Indonesia
  • Samiran Samiran Politeknik Negeri Medan, Sumatera Utara, Indonesia
  • Panji Marshando Politeknik Negeri Medan, Sumatera Utara, Indonesia
  • Lisherly Reginancy Debataraja Politeknik Negeri Medan, Sumatera Utara, Indonesia

DOI:

https://doi.org/10.59003/nhj.v6i5.2365

Keywords:

Indeks Kondisi Perkerasan (IKP), Flexible Pavement, Average Daily Traffic (ADT), Budget Plan (RAB).

Abstract

The Tanjung Langkat–Lautepu road section in Salapian District, Langkat Regency, serves as a primary access route supporting economic activities, education, and community mobility. Over time, due to increasing traffic volume and environmental factors, this road section has suffered various types of damage, resulting in reduced comfort and safety for road users. This study aims to assess the pavement damage level using the Indeks Kondisi Perkerasan (IKP) method, determine appropriate treatment based on road conditions, and calculate the Budget Plan (RAB) for road improvement works. The study covered a 4.7 km stretch, utilizing visual surveys on 100-meter segments. Analyses included Average Daily Traffic (ADT), Equivalent Standard Axle (ESA), pavement structure determination based on the 2024 Road Pavement Design Manual (MDPJ), and Budget Plan (RAB) preparation using the 2025 Standard Analysis of Work Prices (AHSP) and North Sumatra Province Unit Prices. Results using the Indeks Kondisi Perkerasan (IKP) method yielded an average IKP value of 57.3 falling into the "Fair" category. Consequently, a structural improvement treatment is recommended with the following layer specifications: Class B Granular Sub-base (LPA) = 15 cm, Class B Granular Sub-base (LPA) = 15 cm, Class A Granular Base (LFA) = 20 cm, AC-BC = 6.5 cm, and AC-WC = 4 cm. The required Budget Plan (RAB) is Rp15,022,408,570 (Fifteen billion twenty-two million four hundred eight thousand five hundred seventy rupiah).

Downloads

Download data is not yet available.

References

Akbar, M. F., Marleno, R., & Oetomo, W. (2025). Analysis of Road Condition Assessment Using The Surface Distress Index (SDI) Method and Estimation of Road Maintenance Costs For The Durenan-Prigi Road Section (L ink 006). Journal of Social Research, 4(2), 196-208.

Al Ani, A., dkk. (2020). Perkerasan Jalan: Konsep dan Aplikasi. Jakarta: Penerbit Teknik Sipil.

Haldiana, H., Prayudyanto, M. N., & Rulhendri, R. (2024). Analysis of road damage levels using the surface distress index method and handling cracked roads. ASTONJADRO, 13(2), 463-476.

Hardiyatmo, T. (2015). Perencanaan Perkerasan Jalan. Yogyakarta: Gadjah Mada University Press.Hermawati, P., & Putri, N. P. A. S. (2024, January). Assessment of road pavement conditions using Surface Distress Index (SDI) and Pavement Condition Index (PCI) methods. In IOP Conference Series: Earth and Environmental Science (Vol. 1294, No. 1, p. 012030). IOP Publishing.Kementerian Pekerjaan Umum dan Perumahan Rakyat. (2016). Pd-01-2016-B: Pedoman Penentuan Indeks Kondisi Perkerasan (IKP). Jakarta: Direktorat Jenderal Bina Marga.

Kementerian Pekerjaan Umum dan Perumahan Rakyat. (2021). Pedoman Pemeliharaan Jalan. Jakarta: Direktorat Jenderal Bina Marga.

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. C-Line, 10(1).

Muniro, N., Azmi, S., Salsabila, N. H., & Kurniati, N. (2024). Jurnal Pendidikan, Sains, Geologi, dan Geofisika.

Ramadhan, M., & Aulia, F. (2021). Analisis Kerusakan Perkerasan Lentur Jalan Menggunakan Metode Indeks Kondisi Permukaan (IKP). Jurnal Teknik Sipil, 10(2), 145–154

Ridwan, M. A. R., Izzuddin, M. D., Nailulloh, R. F., & Brilianti, D. F. (2024). Analysis Of Road Damage Repair Using SDI (Surface Distress Index) Method: Case Study: KS. Tubun St.–Merpati St., Tegal City. Journal of Scientific Research, Education, and Technology (JSRET), 3(4), 1602-1610.

Sihombing, A. V. R., Surbakti, D. P., Fadilah, A. K., Ambat, R. E., Sirait, T., & Prayogo, R. D. R. B. (2021). Kinerja Perkerasan Jalan Menurut Pedoman IKP Pd-01-2016-B (Studi Kasus: Jalan Nasional Losari –Cirebon KM 26+ 500 –30+ 000). Potensi: Jurnal Sipil Politeknik, 23(2), 92-101.

Sukirman, S. (2016). Perkerasan Lentur Jalan Raya. Bandung: Nova.

Yudhzan, M. R., Lukman, A. P., & Mahendra, M. O. (2023, October). Strategi Pemeliharaan Berdasarkan Kondisi Fungsional Jalan Menggunakan Metode Indeks Kondisi Perkerasan (IKP) Dan International Roughness Index (IRI) Dengan Aplikasi Roadroid. In Prosiding Seminar Nasional Penelitian LPPM

Downloads

Published

2026-10-30

How to Cite

M. Rizqi Ardi, Samiran, S., Panji Marshando, & Lisherly Reginancy Debataraja. (2026). ANALISIS KERUSAKAN DAN PENINGKATAN RUAS JALAN TANJUNG LANGKAT LAUTEPU KECAMATAN SALAPIAN KABUPATEN LANGKAT: Analysis Of Damage And Improvement Of Tanjung Langkat Lautepu Road Section, Salapian District, Langkat Regency. Nusantara Hasana Journal, 6(5), 99–130. https://doi.org/10.59003/nhj.v6i5.2365

Similar Articles

<< < 4 5 6 7 8 9 10 11 12 13 > >> 

You may also start an advanced similarity search for this article.