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<title><![CDATA[KAJIAN BAGIAN JALINAN JALAN WASTUKENCANA BANDUNG]]></title>
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<namePart>0408087803 - Sofyan Triana S.T., M.T.</namePart>
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<namePart>Aric Caesar Tri Putra / 22 2013 006</namePart>
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<note>Tingkat kepemilikan kendaraan yang tinggi di Kota Bandung menyebabkan tingginya kebutuhan transportasi. Jika kebutuhan transportasi tidak diimbangi prasarana dan manajemen lalu lintas yang baik, dapat menimbulkan antrian seperti pada bagian jalinan. Pada salah satu bagian Jalan Wastukencana memiliki dua buah bagian jalinan yaitu jalinan tunggal dan jalinan ganda yang akan dibagi menjadi dua segmen. Tujuan penelitian ini adalah menganalisis kinerja bagian jalinan menggunakan metode MKJI 1997. Hasil analisis didapatkan nilai tertinggi pada bagian jalinan ganda segmen 1 DS1 sebesar 0,76, kecepatan tempuh 27,72 km/jam, waktu tempuh 4,29 detik, segmen 2 DS2 sebesar 0,78, kecepatan tempuh 25,35 km/jam, waktu tempuh 4,69 detik. Pada bagian jalinan tunggal tingginya nilai DS sebesar 1,40 menyebabkan analisis tidak dapat dilanjutkan hingga waktu tempuh. Solusi yang dapat diberikan adalah dengan menutup jalinan, karena lebar jalinan tunggal tidak dapat menampung arus kendaraan yang berjalin.</note>
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