ANALYSIS OF ROAD DAMAGE CONDITION USING THE PAVEMENT CONDITION INDEX (PCI) METHOD ON THE ROAD SEGMENT OF GUBERNUR SARKAWI, BARITO KUALA REGENCY (STA 4+000 – 9+000)

Abstract

Gubernur Sarkawi road (STA. 4+000 – 9+000) is located in Barito kuala Regency. This Road of flexible pavement has a length about 27.024 km and width 10- 15 m where the width of road body is 6-8 m with 1 track, 2 lanes 2 ways. On this road section, there are several point of damage that are reviewed using the PCI ( Pavement condition index) Method, such as cracks, holes, sinking grooves and other type of damage, which is needs to be repaired using reconstruction workbecause based on the PCI value Obtained at Sta 5+000 Up to 5+500 it is obtained at 10 with a failed condition, a redesign is neeed. The redesign using the Manual Desighn Method 2017. Re-design planning with a design life of 20 thickness of the pavement layer,such as 1550 mm for the support layer, 160mm For the LFA Calss A layer, 150mm For The Cement Treated Based layer, 125mm for the AC- Base layer, 60mm For the AC-BC layer, and 40mm for AC-WC layer.

Keywords: Pavement Condition Index, Flexible Pavement Manual Design Pavement 2017