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<title><![CDATA[RANCANGAN TEBAL LAPIS TAMBAH PERKERASAN LENTUR LANDAS PACU BANDARA SULTAN MAHMUD BADARUDDIN II PALEMBANG]]></title>
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<namePart>Ahmad Wahid / 222010085</namePart>
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<namePart>Ir. Silvia Sukirman</namePart>
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<namePart>Barkah Wahyu Widianto, S.T., M.T.</namePart>
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<dateIssued><![CDATA[2014]]></dateIssued>
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<note>Bandara Sultan Mahmud Badaruddin II Palembang menjadi salah satu tempat embakarsi
haji dan untuk mengatasi penyelenggaraan haji tersebut dioperasikan pesawat B747-400ER.
Berkaitan dengan hal itu maka perkerasan landas pacu perlu dirancang tebal lapis tambah sesuai
dengan beban pesawat akibat B747-400ER.
Dalam analisis ini metode yang digunakan adalah metode Federal Aviation
Administration (FAA) Amerika. FAA mengeluarkan peraturan perancangan tebal perkerasan
yaitu: Advisory Circular (AC) No.150/5320/6D yang menggunakan cara manual dan Advisory
Circular (AC) No.150/5320/6E yang menggunakan software Federal Aviation Administration
Rigid and Flexible Iterative Elastic Layered Design (FAARFIELD). Data yang didapat berupa
data sekunder pada tahun 2013 yang didapat dari PT. Angkasa Pura II dan Ditjen Perhubungan
Udara. Kondisi eksisting perkerasan ketika diberi lapis tambah diasumsikan dalam kondisi baik.
Hasil yang diperoleh pada rancangan tersebut adalah, tebal lapis tambah sebesar 1,1 cm
dari perhitungan manual sedangkan menggunakan software diperoleh tebal lapis tambah sebesar
5,08 cm. Cara manual, momogram yang tersedia tidak untuk pesawat dengan MTOW > 178.037
lbs sehingga pada saat menggunakan nomogram, MTOW rencana diasumsikan menjadi 178.037
lbs sedangkan program FAARFIELD telah memfasilitasi kekurangan itu. Jenis perkerasan lapis
tambah yang digunakan adalah Hot Mix Asphalt (HMA).</note>
<subject authority=""><topic><![CDATA[B747-400ER, metode FAA, cara manual, software FAAR]]></topic></subject>
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