Hamdi, B.Sc. Husen Abrar, 2009, Manajemen Proyek, C.V Andi Offset (Penerbit ANDI), Yogyakarta Silvia Sukirman, 2010, Perencanaan Tebal Perkerasan Lentur, Penerbit Noova, Bandung Muatan hidup Sumber Gambar : Buku Teknik Sipil Akibat Muatan Horizontal Pada Puncak Kerb P2 500 kg (PPPJJR 1987. Silvia Sukirman, 1999, Perkerasan Lentur Jalan Raya, Penerbit Nova, Bandung Sukirman Silvia, 1994, Dasar – Dasar Perencanaan Geometrik Jalan Raya, Penerbit Nova, Bandung Buku ini berisi kumpulan rumus rumus tabel tabel dan grafik grafik praktis yang banyak diperlukan dalam bidang teknik sipil.
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Hendarsin, 2000, Perencanaan Teknik Jalan Raya, Penerbit Politeknik Negeri Bandung Jurusan Teknik Sipil, Bandung Buku teknik sipil pdf nova.1219 mb download gratis buku teknik sipil disini. Kementerian Pekerjaan Umum, 2002, Pedoman Perencanaan Tebal Perkerasan Lentur Pt T-01-2002-B, Badan Penerbit Pekerjaan Umum, Jakarta 13/1970, Badan Penerbit Pekerjaan Umum, Jakartaĭepartemen Pekerjaan Umum, 2012, Perancangan Tebal Perkerasan Lentur, Badan Penerbit Pekerjaan Umum, Bandung 038/T/BM/1997, Badan Penerbit Pekerjaan Umum, Jakartaĭirektorat Jendral Bina Marga, 1970, Peraturan Perencanaan Geometri Jalan Raya No. Item Type:ĭirektorat Jendral Bina Marga, 1997, Tata Cara Perancanaan Geometrik Jalan Antar Kota No. Construction of roads is carried out within 180 days for a total cost of Rp. For the base layer used aggregate class A with a thick layer of 11 cm, while the subbase layer is used to aggregate class B with a thick layer of 15 cm. Road surface layer using worn asphalt concrete by thick layer of 4 cm, asphalt concrete between with thick layer of 6 cm, and foundation asphalt concrete with thick layer of 7.5 cm.
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In The geometric design of highway planning, there are things become reference design which includes the calculation of the horizontal alignment, vertical alignment, and define what it will be used.įrom the results of above calculations, the New Road Simpang Pagaralam – Pagaralam is a road with II B class roads with speed plans 60 km / h and this road used 6 curves including 2 Full Circle, 2 Spiral - Spiral, and Spiral Circle Spiral. In writing this final report, the authors wanted to know how good planning in planning and geometric design of pavement thickness on a new road Simpang Pagaralam - Pagaralam STA 00 +000 - 05 +700, so the path to be traversed can provide a sense of security, convenient, and economical for the community. Jurusan Teknik Sipil, Fakultas Teknik, Universitas Gadjah Mada, Yogyakarta. One is the City Pagaralam potential for many areas of people's lives, one in economics. THE NEW ROAD SIMPANG PAGARALAM – PAGARALAMĬonstruction of the road is a vital necessity as the main supporter of community activities both at the central and regional levels.
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Kegiatan penunjang: pembuatan buku manual untuk pengajuan hak cipta dan laporan. 1 ABSTRAK Pada tahun 2016, JUBIT Internasional. DESIGN OG GEOMETRIC AND THICKNESS PAVEMENT Program Studi Arsitektur dan Teknik Sipil Lembaga Penelitian dan Pengabdian kepada Masyarakat Universitas Katolik Parahyangan 2017.
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