DOI: https://doi.org/10.19184/berkalafstpt.v2i2.1006

Keywords: best route, Depok BST, stated preference, demand potential, binary logit biner

ABSTRACT

Road pavements are crucial components of transportation infrastructure, impacting the safety and comfort of road users. Regular assessment is essential to gauge pavement condition, evaluate performance, and identify damage extent. This study assessed pavement conditions using the Surface Distress Index (SDI) and Pavement Condition Index (PCI). Field data was collected, detailing pavement type and damage levels, which were then analyzed using predefined SDI and PCI parameters. Findings indicate that Jalan Gunung Agung's pavement has an average SDI of 18 (Good) and an average PCI of 63.8 (Good). Technical solutions for the flexible pavement of Jalan Gunung Agung are P2 (Asphalt), P4 (Crack filling), P5 (Patching), and P6 (Flattening).