#TITLE_ALTERNATIVE#

• Main Author: THOYEB ROMADHON (NIM: 15011074), M.
• Format: Final Project
• Language: Indonesia
• Online Access: https://digilib.itb.ac.id/gdl/view/23143
• Institution: Institut Teknologi Bandung

Soekarno-Hatta International Airport’s role as the main access to the country's capital, Jakarta, determines the increasing of air traffic movement every year. Designing adequate air side facilities is necessary to increase capacity and service life of the airport. Airside facility design includes the geometric and pavement design, which can be done based on the method established by the International Civil Aviation Organization (ICAO) and the Federal Aviation Administration (FAA). Geometric design of the runway using the largest aircraft, B777-300ER, as a reference that produces 2 similar runway with 3750 meters long and 60 meters wide, while the obtained width of taxiways is 23 meters with a shoulder width of 15 meters. Total apron area are 789.480 m2 which is divided into 3 areas apron with different extents. Consideration is taken by the number of operating aircraft is 116 aircraft at peak hour. On the other hand, the airport pavement design is divided into two kinds, namely flexible pavement for runway-taxiway that acquires 180 cm thick and rigid pavement for apron obtaines concrete slab with 53 cm thickness.