DEVELOPMENT DESIGN OF AIRSIDE FACILITY IN KERTAJATI INTERNATIONAL AIRPORT
The development of Kertajati International Airport is being done as an attempt to enhance the connectivity of West Java. To begin with, 29 million annual passenger movements were being projected in 2030. Thus, Kertajati Airport must start to develop its facilities, including the airside facility,...
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| Format: | Final Project |
| Language: | Indonesia |
| Online Access: | https://digilib.itb.ac.id/gdl/view/49205 |
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| Institution: | Institut Teknologi Bandung |
| Language: | Indonesia |
| Summary: | The development of Kertajati International Airport is being done as an attempt to
enhance the connectivity of West Java. To begin with, 29 million annual passenger
movements were being projected in 2030. Thus, Kertajati Airport must start to
develop its facilities, including the airside facility, to ensure that Kertajati Airport
will be able to serve the projected passenger movement in 2030. At this final
assignment, the development design is based on the second phase of development
(2027), in referring to Kertajati Airport’s master plan, with annual passenger
movement being projected as much as 22,8 million passengers annually. The
development of phase II includes the design of runway II and southern apron. This
design refers to the criterion which was being published by General Directorate of
Air Transportation, Ministry of Transportation, ICAO, and FAA. The design starts
with collecting the data, including Kertajati Airport’s masterplan, environment,
existing traffic, topography, and geotechnical data. Later on, the development
design of the airside facility can be done, which includes the design of geometry,
pavement, drainage system, and marking system. Apart from the development
design, the accessibility, and the concept of Aerocity, which was being planned to
be applied in Kertajati, is also being analyzed. The geometrical design of the second
runway commences with determining Boeing 777-300ER as the critical aircraft,
with a runway length of 3650 m. The design of the pavement system uses
FAARFIELD software to optimize the layering system. Moreover, the result will
be evaluated by COMFAA software. According to the design result, flexible
pavement uses 13 cm of the surface layer with 129.7 cm of total pavement
thickness, whereas the rigid pavement uses 52 cm of PCC concrete slab with 153.5
cm of total pavement thickness. The marking system design was adjusted with the
geometrical condition of the airside facility.
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