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PERENCANAAN PENANGANAN LANJUT BERDASARKAN ANALISIS KERUSAKAN AREA PARKIR PENUMPANG TERMINAL PENUMPANG BANDAR UDARA DJALALUDDIN-GORONTALO DENGAN METODE PAVEMENT CONDITION INDEX (PCI) ASTM D6433-07 Agustin, Wahyu Shesar; Winiasri, Linda
Jurnal Penelitian Vol. 9 No. 3 (2024): Jurnal Penelitian September 2024
Publisher : Politeknik Penerbangan Surabaya

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Abstract

The passenger parking area of the passenger terminal is one of the land side facilities that has an important role in the safety and comfort of passengers. The condition of the passenger parking area needs to ensure the feasibility of the pavement so as not to interfere with passenger activities. In maintaining the feasibility of pavement, advanced handling planning is required. Advanced handling planning must be adjusted to the needs of handling damage that occurs. Pavement Condition Index (PCI) is one of the methods commonly used in analyzing pavement damage. Through the results of the PCI can be determined maintenance planning and appropriate handling for damage to the passenger parking area. The method used is visual observation of Pavement Condition Index (PCI) based on ASTM D6433-07. The result of this research is that the passenger parking area of the Djalaluddin Airport passenger terminal gets a PCI value of 77.03. Damage that occurs includes: lowering the lane / shoulder, longitudinal cracks, holes, and weathering and loose grains. Based on KP 94 of 2015, the damage to the lane / shoulder is required to spread the material according to specifications and replace the material in the damage area. In light longitudinal crack damage, filling cracks with hotmix asphalt is required. For moderate and severe longitudinal cracking, additional treatment in the form of patching is required. Pothole damage requires patching and filling with hot mix asphalt. For minor weathering and raveling grain damage, only cleaning of the damaged area is required. In moderate weathering and raveling grain damage, patching and filling with hotmix asphalt are required. In severe weathering and raveling grain damage, an overlay with prior treatment is required.
REPAIR PLANNING FOR THE RUNWAY OF TORAJA AIRPORT BASED ON THE RESULTS OF FLEXIBLE PAVEMENT DAMAGE ANALYSIS WITH THE PAVEMENT CONDITION INDEX (PCI) METHOD ASTM D5340-98 Agustin, Wahyu Shesar; Winiasri, Linda; Triyono, Agus
Jurnal Disprotek Vol 16, No 1 (2025)
Publisher : Universitas Islam Nahdlatul Ulama Jepara

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.34001/jdpt.v16i1.6889

Abstract

The runway is one of the airport airside facilities that plays a crucial role in the safety and comfort of flight operations. The condition of the runway needs to be monitored for pavement feasibility so as not to interfere with the movement of aircraft. In maintaining pavement feasibility, maintenance and repair planning are required. Maintenance and repair planning must be adjusted to the needs of handling damage that occurs. Pavement Condition Index (PCI) is one of the methods commonly used in analyzing pavement damage. Through the results of the PCI, appropriate maintenance and repair planning can be determined for damage to the passenger parking area. The method used is visual observation of the Pavement Condition Index (PCI) based on ASTM D5340-98. The result of this research is that the runway area of Toraja Airport obtained a PCI value of 43.75. Damage that occurs includes local decline (depression) and weathering and loose grains (weathering and raveling). Based on Regulation of the Director General of Civil Aviation Number: KP 94 of 2015, in low-damage conditions, maintenance that can be done is to conduct routine inspections and local cleaning. In weathering and raveling damage conditions with medium to high damage levels, but in a small area, local cutting (patching) is required in the area around the damage. In the condition of weathering and raveling damage with medium to high damage levels and large dimensions, the repair carried out is an overlay by carrying out prior maintenance on the existing coating.