Aplikasi Metode PCI (Pavement Condition Index) Dalam Mengukur Tingkat Kerusakan Jalan dan Pengaruhnya Terhadap Kecepatan Kendaraan

Abstract

The existence of a smooth highway is needed to speed up the process of transporting people, goods and services and shortening the travel time. If the road is damaged, it will result in a decline in the economy in an area. In an effort to improve road performance, it is necessary to know the level of damage and the type of damage to the road. This study will discuss the existing conditions of Durian Anduonohu and Manunggal roads based on visual observations and analyzed using the Pavement Condition Index (PCI) method, specifically for measuring vehicle speed, the moving car observer method is used. The final result of this research is the level of damage and type of road damage on Durian Anduonohu road, quite severe with a PCI value ranging from 30-67 with an average damage of 39% meaning bad conditions, with the equation from the regression analysis the following regression model results are obtained: Y = (1,390)*(0.056) x which means that there is an effect of the level of damage to the road on the speed of the vehicle at each additional PCI value. Analysis of the level of damage and types of damage to the Manunggal road segment with PCI values ranging from 41-55 with an average damage of 42%, which means that the road damage is in moderate condition (Fair), with the equation of the regression analysis the following Regression model results are: Y=(1.356))(0.044) x which means that there is an effect of the level of damage to the road on the speed of the vehicle at each additional PCI value. This research is expected to be a barometer of the Kendari city government or related agencies in trying to overcome or repair the two roads so that the flow of people, goods and services runs smoothly and the economy of the city of Kendari can continue to increase.

Pavement Condition Index (PCI) Analysis In Measuring Road Damage Levels and Its Effect on Vehicle Speed in Lembar-Sekotong-Lombok Barat Road Segment

“…Based on the type of damage in STA 0-200 (Segment One), STA 600-800 (Segment Two), STA 1600-1800 (Segment Three), STA 3600-3800 (Segment Four), STA 4600-4800 (Segment Five) , STA 5000-5200 (Segment Six), STA 14600-14800 (Segment Seven), and STA 15400-15600 (Segment Eight) on Jalan Lembar-Sekotong-Pelangan. Damage handling refers to the PCI result value that has been analyzed [5], [21]. In Table 8.…”

“…The types of damage found were surface defects (disintegration), cracks, patch marks, holes and collapse. Therefore, this study wanted to find out how much influence the level of road damage has on the speed of vehicles crossing the Jalan Lembar Sekotong Pelangan to know the handling efforts [5].…”

Analisa Jenis Dan Kerusakan Jalan Dengan Metode Pavement Condition Index (Pci) Pada Perkerasan Kaku (Rigid Pavement)

“…Kerusakan jalan diantaranya disebabkan oleh berbagai faktor seperti genangan air hujan, akibat gesekan beban roda kendaraan berat yang lalu-lalang, kondisi muka air tanah yang tinggi, kesalahan perencanaan dan akibat salah dalam waktu pelaksanaan [2]. Bedasarkan jenis kerusakan jalan dapat diklasifikasikan diantaranya rusak retak kulit buaya, kerusakan akibat perubahan bentuk, cacat permukaan, kerusakan bekas tambal dan lain sebagainnya [3].…”

“…Keseluruhan unit sampel yang diteliti pada ruas jalan Cikamurang -Jangga sebanyak 22 unit. Kondisi jalan pada ruas tersebut masih tergolong dalam kondisi sedang (fair), dari keseluruhan unit sampel yang diteliti hanya 13.64% (3)…”