Analisis kondisi perkerasan lentur pada Jalan Margomulyo Kecamatan Asemrowo Kota Surabaya dengan metode Pevement Condition Index (PCI)

Authors

  • Mikdon Tobi Selan Universitas 17 Agustus 1945 Surabaya
  • Hanie Teki Tjendani Universitas 17 Agustus 1945 Surabaya

DOI:

https://doi.org/10.31004/jutin.v7i4.38216

Keywords:

Pavement Condition Index, Flexible Pavement, Road Damage

Abstract

Margomulyo Street is in Asemrowo District, which is an area in West Surabaya that is famous for its industrial and warehouse complexes. The dense traffic of heavy vehicles such as trailers and other logistics trucks around industrial areas is the main cause of road pavement structures becoming susceptible to damage, including cracks, holes, and deformation. To maintain the pavement structure at the planned service level, a series of actions are called maintenance and repair. Therefore, to evaluate more deeply the condition of the road pavement, the Pavement Condition Index (PCI) method is used. Based on the results of the visual survey, there are several damages and percentage values, namely Weathering and Raveling (46,94%), Rutting (26,35%), Alligator Cracking (11,68%), Corrugation (5,17%), Longitudinal & Transverse Cracking (3,36%), Block Cracking (3,20%), Depression (1,30%), Potholes (1,07%), Patching & Utility Cut Patching (0,66%), Bleeding (0,24%), dan Edge Cracking (0,04%). And based on the results of data analysis, the PCI value on Margomulyo Road is 56.21% (Good).

References

American Society for Testing and Materials D6433-07. (2007). Standard Practice for Roads and Parking Lots Pavement Condition Index Surveys.

Andrey, J., & B. N. Mills. (2003). Chapter 9-Climate Change and the Canadian Transportation System: Vulnerabilities and Adaptations. Department of Geography, University of Waterloo.

Hardiyatmo, H. C. (2009). Pemeliharaan Jalan Raya. Gadjah Mada University Press.

Lasarus, R., Lalamentik, L. G. J., & Waani, J. E. (2020). ANALISA KERUSAKAN JALAN DAN PENANGANANNYA DENGAN METODE PCI (PAVEMENT CONDITION INDEX) (Studi Kasus: Ruas Jalan Kauditan (by pass) – Airmadidi?; STA 0+770 – STA 3+770 ). Jurnal Sipil Statik, 8(4).

Mubarak, H. (2016). Analisa Tingkat Kerusakan Perkerasan Jalan Dengan Metode Pavement Condition Index (PCI) Studi Kasus: Jalan Soekarno Hatta Sta. 11+150 s.d 12+150. Jurnal SAINTIS Universitas Islam Riau, Vol. 16 No, hal 94-109, ISSN: 1410-7783.

Shahin, M. Y. (1994). Pavement Management for Airports, Roads, and Parking Lots. Chapman & Hall.

Yun. (2019). Jembatan Timbang Poto Tano Butuh Perbaikan. Redaksi Lombok Post.

Downloads

Published

2024-10-15

How to Cite

Selan, M. T., & Tjendani, H. T. . (2024). Analisis kondisi perkerasan lentur pada Jalan Margomulyo Kecamatan Asemrowo Kota Surabaya dengan metode Pevement Condition Index (PCI). Jurnal Teknik Industri Terintegrasi (JUTIN), 7(4), 2582–2593. https://doi.org/10.31004/jutin.v7i4.38216

Issue

Section

Articles of Research