ANALISIS TEBAL PERKERASAN RUNWAY PADA BANDARA INTERNASIONAL OE-CUSSE, TIMOR LESTE

Abstrak

Oecusse-Ambeno is one of the districts in Timor Leste which is being developed by the government. One
of the developments is through the implementation of an airport project called the "New Development of Oecusse
International Airport Project" which aims to increase access to Timor Leste and as an exclusive economic
development zone for Timor Leste. Over time, the level of runway pavement can decrease. Therefore, the quality
of the pavement structure must be considered so that it is able to serve the planned traffic over the coming period.
The author uses the standard rules of the Federation Aviation Administration (FAA) as the basis for planning the
air side of the airport. This air side planning, adjusts to passenger growth for the next 20 years. Airside geometric
requirements are runway length 2200 m with a width of 45 m. In this analysis using the auxiliary program, namely
the manual method and FAARFIELD. Based on the results of calculations using FAARFIELD software and
graphics, the type of aircraft planned for the A330-330 within the next 20 years development period is the total
pavement thickness with FAARFIELD software is 658 mm, which consists of 120 mm surface course, 343 mm
Base Course, and 195 mm Subbase Course while the graphical method obtained a total pavement thickness of
730 mm, consisting of 102 mm Surface Course, 480 cm Base Course, and 152 mm Subbase Course. The difference
in the calculation of the FAARFIELD software by graphical method is 10% or the difference is about 72 mm, so
the results of the calculation of the graphical method are thicker than FAARFIELD.