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<title><![CDATA[DESAIN PERKERASAN KAKU LANDAS PACU
MENGGUNAKAN METODE FAA DENGAN
PROGRAM FAARFIELD DAN COMFAA]]></title>
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<namePart>Ir. Silvia Sukirman</namePart>
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<name type="Personal Name" authority="">
<namePart>Taufik Dimitri / 22 2012 029</namePart>
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<namePart>Putu Kresna Jaya, S.T., M.T.</namePart>
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<publisher><![CDATA[FTSP]]></publisher>
<dateIssued><![CDATA[2016]]></dateIssued>
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<edition><![CDATA[]]></edition>
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<note>Perkerasan kaku merupakan salah satu komponen pada runway yang harus didesain dan dievaluasi
agar dapat melayani lalu-lintas pesawat sehingga tidak menyebabkan kerusakan dan mengakibatkan
terganggunya kinerja bandara. FAARFIELD dan COMFAA merupakan program untuk mendesain dan
mengevaluasi tebal perkerasan kaku runway yang mengacu pada metode FAA
Pada penelititan ini program FAARFIELD digunakan untuk mendesain tebal perkerasan kaku,
sedangkan program COMFAA digunakan untuk mengevaluasi tebal perkerasan yang telah didesain. Studi
kasus pada penelitian ini adalah merancang perkerasan kaku runway 3 Bandara Soekarno-Hatta yang
memiliki panjang 3660 m dan lebar 60 m.
Dari hasil desain didapatkan, tebal pelat beton K-400 50 cm, tebal graded crushed aggregat (P-
209) 30 cm dan econocrete (P-306) 20 cm. Penulangan pelat beton menggunakan tulangan D19-150 mm,
dowel D40 dengan panjang 510 mm dan spasi 480 mm, tie bars D16 dengan panjang 762 mm dan spasi
762 mm. Kodefikasi perkerasan adalah 104/R/B/W/T. Biaya kontruksi perkerasan kaku adalah Rp. 364
miliar.</note>
<subject authority=""><topic><![CDATA[desain perkerasan kaku runway, program FAARFIELD, ]]></topic></subject>
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