Analisis Kerusakan Jalan Dengan Metode Pavement Condition Index (PCI) di Ruas Jalan Tipar Gede Kota Sukabumi
DOI:
https://doi.org/10.37150/jsts.v2i3.1287Abstract
Road is a means of transportation to connect places to another, in general the road is built as an infrastructure to facilitate mobility and accessibility of socioeconomic activities in the community. Referring to the national transportation system, roads have an important role in the community environment, economy, culture, education, defense and security, etc. The disharmony of road signs, signals, and lighting to the function of the road indicates that the road infrastructure is not self explaning road, meaning that the road is not able to explain safety information to the user correctly and appropriately. So it needs to be supported by good bending conditions. Conditions based on BinaMarga 2020 data show there are severely damaged roads in Sukabumi City Subdistrict on road Tipar Gede, to know that it is necessary to analyze road damage.
Pavement Condition Index ( PCI) is a method of assessing road damage that assesses based on the type of damage level, with the value of Pavement Condition Index ( PCI) 0 ( Zero ) to 100 ( One Hundred ). THIS PCI method is a visual method that uses damage checking through direct street surveys by measuring one by one the type of damage has a degree of damage.
From the results of the research analysis obtained the type of damage that occurred on the road in Tipar Gede Sukabumi city according to the PCI method, there are 8 damages including Alligator Cracking, Edge Cracking, Lane / Shoulder Drop Off, Polished Aggregate, Potholes, Slippage Cracking, Swell, and Wheatering / Ravelling. while the most severe form of maintenance is shown in potholes severity medium damage with a type of partial patch maintenance or permanent repair done by patching at all depths. The level of damage to the overall road surface on the road in Tipar Gede Sukabumi city according to the PCI method is taken from the average value of each STA, which is, 45.71.