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<title><![CDATA[PERENCANANAAN TEBAL PERKERASAN LENTUR MENGGUNAKAN MANUAL DESAIN PERKERASAN JALAN Nomor 02&#47;M&#47;BM&#47;2013]]></title>
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<namePart>Maulana Fajar Fahrizal /22 2007 084</namePart>
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<namePart>0416045901 - Dr. Dwi Prasetyanto, Ir., M.T</namePart>
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<dateIssued><![CDATA[2015]]></dateIssued>
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<note>Perkerasan jalan merupakan suatu lapisan yang diantara lapisan tanah dasar dan roda kendaraan.
Lapisan perkerasan berfungsi menerima beban lalu lintas kemudian meyebarkan ke lapisan di bawahnya.
Metode penelitian yang digunakan dalam perencanaan tebal perkerasan lentur ini adalah Manual Desain
Perkerasan Jalan Nomor 02/M/BM 2013. Penilitian ini dimaksudkan untuk mengkaji perencanaan tebal
perkerasan lentur menggunakan Manual Desain Perkerasan Jalan Nomor 02/M/BM 2013.
Dengan mempertimbangkan apakah metode Manual Desain Perkerasan Jalan Nomor 02/M/BM
2013 itu dapat diterapkan di indonesia, maka dilakukan studi literatur untuk memeriksa metode tersebut.
Data yang digunakan pada penelitian ini berupa data simulasi, yaitu data geometrik, data lalu lintas dan
data tanah. Data geometrik berupa jalan 2 lajur 2 arah dengan lebar per lajur 3,5 m
Berdasarkan Manual Desain Perkerasan Jalan Nomor 02/M/BM 2013 ( BM 2013 ) lapis
permukaan aspal beton AC-WC = 4 cm, lapis Aspal beton AC-BC = 13,5 cm, lapis pondasi bawah LPA
kelas A = 15 cm, dan lapis pondasi bawah LPA kelas B = 15 cm sedangkan berdasarkan Pedoman Pt T-
01-2002-B ( Depkimpraswil 2002 ) tebal perkerasan adalah, lapis permukaan Aspal Beton = 20 cm,
lapis pondasi granular = 17,5 cm dan lapis pondasi bawah granular = 27,5 cm.</note>
<subject authority=""><topic><![CDATA[Tebal lapisan, Perkerasan Lentur, Bina Marga 2013]]></topic></subject>
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