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<title><![CDATA[ANALISA KINERJA PERSIMPANGAN JALAN SOEKARNO HATTA – JALAN MOHAMMAD TOHA DIKOTA BANDUNG]]></title>
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<note>Kemacetan lalu lintas menjadi permasalahan sehari hari di kota Bandung. Salah satu persimpangan yang terjadi kemacetan adalah Jl. Soekarno Hatta – Jl. Mohammad Toha. Tujuan dari penelitian ini adalah menganalisis kinerja persimpangan di Jl. Soekarno Hatta – Jl. Mohammad Toha dengan metode PKJI 2014. Dari hasil analisis tersebut dapat memberikan solusi yang diharapkan dapat mengurai kemacetan yang terjadi di persimpangan tersebut. Berdasarkan hasil survei dan analisis kinerja simpang eksisting, dapat diketahui simpang dalam keadaan jenuh, dengan nilai Ds bervariasi antara 1,17 - 1,60 dan nilai tundaan rata -rata simpang 986 detik/skr. Setelah dilakukan analisis pengaturan pesimpangan menggunakan metode berdasarkan PKJI 2014, persimpangan tersebut Rasio Arus nilainya 1,148 > 1 maka nilai simpang tersebut melampaui jenuh dan akan menghasilkan nilai c tidak realistik karena sangat besar atau negatif. Dari hasil analisis sebaiknya digunakan pengaturan persimpangan menggunakan flyover, dengan menggunakan flyover kinerja simpang menjadi cukup baik dengan nilai Ds bervariasi 0,76 – 0,83 dan nilai tundaan rata – rata simpang 114 detik/skr.</note>
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