Open AccessStructural design of airport runway Case study: Jos Orno Imsula MOA Airport
Author(s) -
Kelly Vensca Khoemarga,
Anissa Noor Tajudin
Publication year - 2020
Publication title -
iop conference series. materials science and engineering
Language(s) - English
Resource type - Journals
eISSN - 1757-899X
pISSN - 1757-8981
DOI - 10.1088/1757-899x/852/1/012013
Subject(s) - runway , international airport , aviation , asde x , azimuth , course (navigation) , transport engineering , engineering , dimension (graph theory) , aeronautics , geography , mathematics , aerospace engineering , geometry , cartography , pure mathematics
Jos Orno Imsula MOA Airport is a SATPEL class airport. This airport is a potential services airport. Jos Orno Imsula MOA airport has an existing runway with the dimensions of 1400 m x 30 m, with azimuth direction 10 – 28, and 60 cm pavement thickness. This study aim to redesign the geometric and pavement thickness of runway. The methods used in this study are Aeroplane Reference Field Length (ARFL) method for calculating the length of the runway, and Federal Aviation Administration (FAA) method for calculating the pavement thickness of runway. The analysis shows that the dimension of runway required is 1260 x 30 m, and the pavement thickess required is 45 cm.