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<title><![CDATA[KINERJA SIMPANG JALAN GATOT SUBROTO PASCA BEROPERASINYA FLYOVER LASWI – PELAJAR PEJUANG 45]]></title>
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<namePart>Achmad Fauzan Iscahyono, S.T., M.P.W.K</namePart>
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<dateIssued><![CDATA[2022]]></dateIssued>
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<note>Kemacetan di persimpangan jalan Kota Bandung terjadi akibat volume lalu lintas yang semakin meningkat, sedangkan kapasitas jalan Kota Bandung cukup terbatas. Salah satu titik kemacetan di persimpangan jalan Kota Bandung terletak di Jalan Laswi – Jalan Pelajar Pejuang 45 dan Jalan Jenderal Gatot Subroto. Tujuan penelitian ini yaitu mengidentifikasi kinerja pergerakan arus lalu lintas di persimpangan Jalan Laswi – Jalan Pelajar Pejuang 45 dan Jalan Jenderal Gatot Subroto pasca Flyover Laswi – Pelajar Pejuang 45 beroperasi. Jenis penelitian yang digunakan dalam penelitian ini yaitu penelitian kuantitatif melalui analisis Kinerja Simpang APILL menurut PKJI Tahun 2014. Berdasarkan hasil analisis penelitian, tundaan simpang rata - rata yaitu sebesar 411,3 det/skr sampai 553,4 det/skr. Artinya, masing – masing pendekat memiliki tundaan simpang rata – rata tingkat pelayanan F (>60) atau buruk sekali. Nilai ini diakibatkan dari waktu siklus persimpangan yang terlalu lama dan tidak sesuai dengan standar PKJI tahun 2014. Yang berarti, arus kendaraan pada persimpangan Jalan Laswi – Jalan Pelajar Pejuang 45 terhambat, volume lalu lintas di atas kapasitas, dan sering terjadi kemacetan dengan waktu yang cukup lama. Dari hasil perhitungan standar PKJI 2014, kondisi arus lalu lintas memiliki kinerja yang meningkat menjadi C (sedang), hal ini ditunjukkan nilai tundaan simpang rata – rata 16,5 det/skr sampai 19,1 det/skr.</note>
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