Analisa Kerusakan Perkerasan Lentur (Flexible Pavement) Pada Ruas Jalan Pacing-Pacet kabupaten Mojokerto Dengan Metode Pavement Condition Index (PCI

Abstract

Analysis the damage flexible pavement by method pavement condition index (PCI) on the Pacing-Pacet road section, road pavement damage assessment system that refers to the type, dimensions, and level of damage that occurred, and can be one of the references to determine the type of maintenance of road pavement damage. The Pacing-Pacet road section has become one of the main accesses, resulting in many vehicles crossing the Pacing-Pacet road section, so that the burden received by the road becomes greater which will result in damage to the pavement. This study aims to determine the pavement conditions on the Pacing-Pacet road using the pavement condition index (PCI) method with a section length of 21 km divided into 42 segments where each segment has a size of 500 x 9 m. Analysis of each segment is done visually in the field by measuring the dimensions of the damage, identification of the type of damage, and the level of damage to determine the value of the pavement condition index (PCI). The results of visual surveys in the field found types of damage such as fillings, holes, sinks, wear, obesity, crocodile skin cracks, longitudinal and transverse cracks, groove cracks, and without damage. The PCI value on the Pacing-Pacet road segment is 26, which means that the pavement conditions on the Pacing-Pacet road segment are bad, so the type of maintenance used is periodic maintenance so that the damage that occurs on the Pacing-Pacet road section is not getting worse. Keywords: road damage analysis, type of road damage, PCI.