Analysis of Damage For Flexible and Rigid Pavement Using Pavement Condition Index (PCI) and Bina Marga Methods (Case Study: Narogong Cileungsi – Bantar Gebang Highway)

Isradi, M. and Rachmansyah, L. and Rifai, A.I. and Mufhidin, A. and Prasetijo, J. (2022) Analysis of Damage For Flexible and Rigid Pavement Using Pavement Condition Index (PCI) and Bina Marga Methods (Case Study: Narogong Cileungsi – Bantar Gebang Highway). International Journal of Transportation and Infrastructure, 6 (1). pp. 30-37. ISSN 2597- 4769

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Abstract

Roads are a necessity that must be considered as infrastructure that plays an important role in various fields of life. Jalan Raya Narogong which is located in the province of West Java is an inter-city provincial road that connects Bogor Regency with Bekasi City which is the center of community service offices, industrial areas and so on. The purpose of this study is to determine the type and amount of damage on the Narogong Cileungsi – Bantar Gebang STA 0+000 – 12+000 highway along 12 km with a road width of 10 m. By visual observation, the data measured in the form of the dimensions of the area of damage and the volume of vehicles crossing the road were analyzed using the Pavement Condition Index (PCI) and Highways Method. Furthermore, the Damage Calculation was divided into Segments and Perslab with the area of the segment being 100 m² and the Perslab area being 50 m². . Based on the analysis carried out to find the level of damage to the Narogong Highway using the PCI method, the pavement condition value was 93 with excelent criteria. Meanwhile, the bina marga method on the Narogong highway requires a routine maintenance program. From the two methods, the strategy for handling damage is to carry out routine maintenance and in some segments it is necessary to improve. Keywords Road Damage, Rigid Pavement, PCI, Bina Marga, Flexible Pavement,

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