Evaluasi Kekuatan Perkerasan Sisi Udara (Runway,Taxiway,Apron) Bandara Juanda Dengan Metode Perbandingan ACN-PCN

Seno, R.Haryo Triharso (2015) Evaluasi Kekuatan Perkerasan Sisi Udara (Runway,Taxiway,Apron) Bandara Juanda Dengan Metode Perbandingan ACN-PCN. Undergraduate thesis, Institut Teknologi Sepuluh Nopember.

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Abstract

Fasilitas sisi udara merupakan fasilitas pergerakan pesawat.Fasilitas ini harus memenuhi kekuatan struktur untuk melayani pergerakan pesawat-pesawat yang beroperasi sesuai dengan perencanaan. Tujuan dari penyusunan tugas akhirini adalah untuk menganalisis apakah perkerasan fasilitas sisi udara di Bandar Udara Juandasaat ini sudahmemenuhibatas PCN yang dipersyaratkan atau belum. Analisis dilakukan dengan cara mengevaluasi kekuatan perkerasan Runway,Taxiway,Apron eksisting menggunakan metode perbandingan PCN-ACNyang didapat dari pabrik pembuat pesawat, perhitungan dengan sojhvare COMFAA dan perhitungan dari Canadian Depa1tment of Transportation.Data yang digunakan adalah data pergerakan pesawat termasukjumlah pergerakan tahunan dan tipe pesawat. Data kekuatan perkerasan sisi udara diperlukan untukproses analisis. Hasil dari evaluasi menunjukkan B773 memiliki nilai ACN yang melebihi nilai PCNsebesar 50% untuk aprondan 25% untukrunwayltaxiway. Besar kelebihan nilai ACN ini tidak mempengaruhi kekuatan struktural karena fi·ekuensi pergerakan yang hanya 45 pergerakan per tahun. Dampak lain adalah pada fungsional perkerasan yang menunjukkan berkurangnya kekesatan runway dari hasil sand patch test. ================================================================================================== Airside facilities are facilities provided for aircraft movement. This facilities must comply with the structure strength to serve the movement of operatingaircraft in accordance with the airpmt planning. The purpose of this final project is to analyze whether the pavement of presentairside facilities at Juanda Airport in Surabaya has fulfillthe airport planning and standard qualification for airs ide facilities or not. The pavement strength of existing runway, taxiways and apron were evaluated by comparison of PCN - ACN obtained from the aircraft manufacturer method,COMFAA method and Canadian Department of Transpmtation method.The required data are aircraft types and movements rumually. The pavement strength data are also included for analysis. The results showed that 8773 has ACN value 50% greater than PCN of apron and 25% higher than PCN taxiway and runway. These high values of ACN have no effect of pavement strength due to the low frequency of movements, which are only 45 movements per year. Another effect on pavement has found related to nmway skid resistance through sand patch test.

Item Type: Thesis (Undergraduate)
Additional Information: RSS 387.736 Sen e
Uncontrolled Keywords: ACN,bandara luanda, COMFAA,kekuatan perkerasan, kekesatan runway, PCN
Subjects: T Technology > TE Highway engineering. Roads and pavements > TE7 Transportation--Planning
Divisions: Faculty of Civil Engineering and Planning > Civil Engineering > (S1) Undergraduate Theses
Depositing User: Mr. Tondo Indra Nyata
Date Deposited: 07 May 2018 03:45
Last Modified: 07 May 2018 03:45
URI: http://repository.its.ac.id/id/eprint/51850

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