PERBANDINGAN ANTARA METODE NCSA. DAN METODE ANALISA KOMPONEN BINA MARGA DALAM MENENTUKAN TEBAL PERKERASAN
Abstract
There are some method to design flexible pavement, two of them are Bina Marga Component Analysis and NCSA method. Both of these methods really have difference. Thus, writer was interested to have a research. The aim of this research is compare both of them on the depth of pavement design.
On this paper both of this method used to design Trisakti–Liang Anggang trip by A. Yani higway.
On this study, NCSA method resulted D1 = 5 cm, D2 = 10 cm, D3 = 17,5 cm and Bina Marga Component Analysis method resulted D1 = 5 cm, D2 = 10 cm, D3 = 27 cm.
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Biro Pusat Statistik (BPS, 2001), Pemerintah Kota Banjarmasin.
Dajan Anto, 1991, Pengantar Metode Statistik Jilid II, Penerbit LP3ES. Jakarta.
Departemen Perhubungan Direktorat Jenderal Perhubungan Darat, 1999, Teknik Pengumpulan dan Pengolahan Data Lalu Lintas, Jakarta.
Departemen Perhubungan Direktorat Jenderal Perhubungan Darat, 1998, Pedoman Perencanaan dan Pengoperasian Fasilitas Parkir, Jakarta.
Keputusan Menteri Perhubungan Nomor: Km 66, 1993, Tentang Fasilitas parkir Untuk Umum.
Dinas Tata Kota DKI Jakarta, 1996, Pengolahan Tertib Berparkiran Ditinjau Dari Aspek Tata Ruang Perkotaan.
Mahkamah, S. 1994, Dampak Suatu Pusat Kegiatan Terhadap Lalu Lintas, Jurnal Media Teknik, UGM, Tahun XVI Edisi April 1994, Nomor 1.
Morlok Edward K, 1991, Pengantar Teknik dan Perencanaan Transportasi, (Terjemahan) Erlangga, Jakarta.
O’Flaherty. C.A, 1974, Highway And traffic Volume 1, 2 Edition, Institute for Transport Studies, Leeds.
Pranoto, 2002, Analisis Kebutuhan Parkir Gedung Perkantoran Bank di Kota Malang, Tesis Megister Manajemen Rekayasa Transportasi, ITS.
Tamin, O.Z, 2000, Perencanaan dan Permodalan Transportasi, Edisi Ke 2, Jurusan Teknik Sipil ITB.
Walpole, R.E & Myers, R.H. 1995. Ilmu Peluang dan Statistik Untuk Insinyur dan Ilmuwan. Edisi Ke 4. Institut Teknologi Bandung.
Habibullah Rois & Bambang Widyanto, 2001, Model Kebutuhan Parkir Untuk Rumah Sakit di Bandung. Simposium ke – 4 FSTPT, Udayana Bali.
DOI: http://dx.doi.org/10.20527/infotek.v7i1.1695
DOI (PDF): http://dx.doi.org/10.20527/infotek.v7i1.1695.g1468
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