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<title><![CDATA[PERENCANAAN TEBAL PERKERASAN LENTUR RUAS JALAN BANJAR - BANJARSARI KABUPATEN CIAMIS PROVINSI JAWA BARAT DENGAN METODE BINA MARGA 2002.]]></title>
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<note>Jalan merupakan salah satu bentuk utama transportasi darat yang diharapkan dapat memikul arus lalu lintas yang semakin hari semakin tinggi. Oleh karena itu perkerasan jalan dituntut untuk memiliki mutu yang terbaik agar dapat menerima beban lalu lintas, memberikan kenyamanan dan keamanan bagi pengguna jalan serta tidak mudah mengalami kerusakan-kerusakan sebelum umur rencana berakhir. Dalam Tugas Akhir ini dibuat perencanaan perkerasan lentur (flexible pavement) dengan menggunakan metode Bina Marga 2002. Ada beberapa faktor penting yang digunakan dalam perencanaan tersebut yaitu beban lalu lintas, data tanah, serta faktor reliabilitas. Data yang digunakan dalam perencanaan ini adalah data sekunder dari pembangunan jalan pada ruas Banjar-Banjarsari, Kabupaten Ciamis, Provinsi Jawa Barat dengan umur rencana 10 tahun. Hasil perencanaan perkerasan dengan menggunakan Metode Bina Marga 2002, menghasilkan lapisan perkerasan dengan tebal lapis permukaan (LASTON MS 744) sebesar 14 cm, dan lapis pondasi (Batu Pecah CBR 80%) sebesar 24 cm.</note>
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