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<title><![CDATA[ANALISIS ARUS JENUH SIMPANG BERSINYAL DI KOTA BANDUNG]]></title>
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<note>Arus jenuh berdasarkan MKJI (1997) dipengaruhi oleh besarnya arus dasar simpang yaitu sebesar 600xWe untuk pendekat terlindung, nilai tersebut dapat berubah dengan berkembangnya pertumbuhan jumlah kendaraan bermotor karena pada saat perumusan MKJI (1997) keadaan kendaraan bermotor masih tidak terlalu ramai, sedangkan pada periode 1997 hingga saat ini telah banyak perubahan mengenai jumlah kendaraan. Untuk menentukan perbandingan arus jenuh yang terjadi di lapangan dan arus jenuh dengan metode MKJI (1997), penelitian ini dilakukan menggunakan metode time slice 6 detik dan MKJI (1997). Berdasarkan hasil penelitian didapatkan persamaan arus jenuh MKJI (1997) adalah 700xWe – 1.257, dengan persamaan tersebut hanya dua lengan simpang yang mimiliki nilai arus jenuh di bawah standar MKJI (1997) yaitu Jl. Pahlawan dan Jl. Gatot Subroto. Ini menunjukkan bahwa untuk beberapa lengan simpang metode MKJI (1997) sudah tidak sesuai dengan kondisi lalu lintas yang terjadi di lapangan yang disebabkan oleh beberapa faktor, salah satunya kondisi geometri jalan, maka diusulkan desain kriteria alternatif untuk arus jenuh S= 606xWe – 750.</note>
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