PLANNING OF RUNWAY END SAFETY AREA AT THRESHOLD 12 OF DEPATI PARBO KERINCI AIRPORT

Abstract

Depati Parbo Kerinci Airport is a Class III Airport managed by the Directorate General of Civil Aviation which has a runway with dimensions of 1800 x 30 meters. Since its inception, Depati Parbo Kerinci Airport still does not have a Runway End Safety Area (RESA) facility at the end of threshold 12. In order to reduce the impact of the risk of damage to aircraft that experience undershooting or overrunning at the time of landing or takeoff, as well as to meet the needs of operational feasibility standards, one of the things that needs to be done is to provide Runway End Safety Area (RESA) facilities which are planned in advance.

Runway End Safety Area (RESA) planning uses spot data on the situation of the airport area which is then processed into ground contour and elevation data. This planning takes into account the original ground surface condition, dimensions, and slope of the Runway End Safety Area (RESA) to complete the data in the calculation of excavations and landfills using Autodesk Civil 3D software.

The Runway End Safety Area (RESA) planning at threshold 12 of Depati Parbo Kerinci Airport is planned to have dimensions of 90 x 60 m with a percentage of longitudinal slope of 1% and a transverse slope of 2%. In the excavation and stockpile work, a total excavation volume of 3156.48 m3 and a stockpile volume of 2.08 m3 were obtained with a planned cost budget of Rp668,100,000.00.