REDESAIN STRUKTUR GEDUNG HOTEL & RESORT BUMI NUSANTARA PANGANDARAN DENGAN SOFTWARE ETABS

Abstract

Roads are one of the land transportation infrastructures that serve to support smooth mobility across various sectors. Good road conditions can improve transportation efficiency and provide comfort for road users. At certain points along the Sp.3 Pamoyanan – Suryalaya – Warudoyong road segment, the condition has deteriorated, with damages such as cracking, uneven patches, and surface peeling, which are considered to disrupt the comfort and safety of road users. The purpose of this study is to calculate the overlay thickness for the flexible pavement on the road segment in order to determine the appropriate and effective method and thickness needed to restore pavement strength and extend its service life. The calculation method for flexible pavement overlay thickness in this study uses the 1987 Component Analysis method and the 2024 Road Pavement Design Manual method, applied to a 2000-meter road section from Sta. 5+000 to Sta. 7+000, divided into 3 segments. Based on the calculation results using the 1987 Component Analysis method, the required overlay thickness is 6 cm. Meanwhile, using the 2024 Road Pavement Design Manual method, the required overlay thickness is 5 cm