Analisis Kerusakan Jalan Menggunakan Metode Pavement Condition Index (Pci) Pada Studi Kasus Ruas Jalan Raya Mastrip Kota Surabaya

Assessment of pavement condition is necessary to determine maintenance priorities and maintain the level of road service. This study evaluates the condition of flexible pavement on Jalan Raya Mastrip, Karang Pilang District, Surabaya City, using the Pavement Condition Index (PCI) method. The road is classified as a Class III A primary collector road. The surveyed section has a total length of 7.6 km and is divided into 76 sample units, each 100 m long. Distress data were obtained through visual surveys and subsequently classified based on distress type and severity level to calculate density, deduct value (DV), total deduct value (TDV), corrected deduct value (CDV), and PCI. The survey was conducted systematically across all sample units to obtain an overview of pavement conditions based on the level and distribution of distress observed in the field. The calculation document reported a total PCI value of 6,270 with an average PCI of 82.5, which falls into the Very Good category. The inventory identified nine types of pavement distress, with longitudinal/transverse cracking having the highest quantity percentage at 45.55%, while shoving accounted for 0.53%. The overall condition of the road indicates the need for routine maintenance, while localized distress requires site-specific treatment according to its severity level. The findings can serve as a basis for decision-making by the Public Works and Highways Agency, support improvements in public safety, and provide an academic reference. The limitations of this study include its focus on flexible pavement without considering drainage conditions and the use of survey data collected within a limited period.