Perencanaan Tebal Lapis Perkerasan Runway, Taxiway Dan Apron Pada Yogyakarta International Airport

Abstract

The Special Region of Yogyakarta (DIY) has a lot of potential, especially in the fields of tourism and education, so it has a high level of interaction with domestic and foreign regions. This makes Adisutjipto International Airport overloaded so that it is unable to serve flights optimally. Therefore, domestic and international commercial flights were moved from Adisutjipto International Airport to Yogyakarta International Airport (YIA) where in airport construction one of the important things was the design of the airport pavement thickness. This research focus on the pavement planning of Runway, Taxiway and Apron using two methods, namely the FAA method with the help of FAARFIELD and the ICAO method of the United States of America Practice by doing the pavement design using both methods. From the results obtained, there are differences between the two methods due to the ICAO method having to look for Annual departures for one planned aircraft, while in the FAA method with Faarfield, Faarfield designs the thickness of the pavement layers one by one and the thickness of the pavement layers will be determined through cumulative damage or using the Cumulative Damage Factor system or CDF.