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<title><![CDATA[PERENCANAANTEBAL PERKERASAN LENTUR JALAN LINGKAR NAGREG DI KABUPATEN BANDUNG.]]></title>
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<namePart>8860110016 - Silvia Sukirman., Ir.,M. Si</namePart>
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<note>Perencanaan perkerasan jalan harus memperhatikan kenyamanan, keamanan pemakai jalan, dan umur pelayanan jalan yang akan dibuat, serta biaya pengerjaan yang dibutuhkan. Oleh karena itu, perlu dilakukan perencanaan terhadap tebal lapis perkerasan dan pemilihan lapis perkerasan yang dibutuhkan, serta perhitungan rencana biayanya Pada tugas akhir ini direncanakan tebal lapis perkerasan lentur berdasarkan Metode Bina Marga 2002, yang kemudian dibandingkan dangan tebal lapis perkerasan yang dilaksanakan di lapangan. Hasil perhitungan lapis perkerasan yang telah direncanakan, kemudian digunakan untuk menghitung rencana biaya dengan menggunakan Analisis Harga Satuan. Hasil perencanaan tebal lapis pekerasan lentur dengan metode Bina Marga 2002 lebih tipis dibandingkan dengan data yang diperoleh dari proyek. Hasil perhitungan dengan metode
Bina Marga 2002 adalah Lapis Pondasi Bawah = 35 cm, Lapis Pondasi = 20 cm, Lapis permukaan (AC-WC = 4 cm, AC-BC = 5 cm, dan AC-Base = 6 cm) , sedangkan data yang diperoleh dari proyek adalah Lapis Pondasi Bawah = 40 cm, Lapis Pondasi = 20 cm, Lapis Permukaan (AC-WC = 4 cm, AC-BC = 5 cm, dan AC-Base = 6 cm). Perhitungan biaya dengan menggunakan Analisis Harga Satuan menghasilkan biaya total pekerjaan lapis perkerasan adalah Rp 15.437.260.780,-. Kata kunci : Perencanaan Tebal Perkerasan Lentur, Analisis Harga Satuan</note>
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