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<note>Persimpangan merupakan bagian penting dari sistem jaringan jalan, lancar tidaknya pergerakan dalam suatu jaringan jalan sangat ditentukan oleh pengaturan pergerakan di persimpangan. Penelitian ini bertujuan untuk mengetahui kinerja simpang bersinyal berdasarkan data ekisisting geometrik dan volume lalu lintas eksisting 1 jam terbesar dari data survai selama 1,5 jam. Penelitian dilakukan pada simpang JL.P.H.H Mustofa/Cimuncang Kota Bandung menggunakan metode Pedoman Kapasitas Jalan Indonesia 2014 (PKJI). Dari hasil pengolahan data menggunakan PKJI 2014, diperoleh nilai derajat kejenuhan 0,51 – 1,64. Hasil nilai tundaan utara sebesar 13 det/smp – 128 det/smp. Dari data tersebut dapat dilihat nilai derajat kejenuhan terbesar berada pada pendekat barat dan nilai tundaan rerata terbesar berada pada pendekat selatan dari hasil analisis dapat disimpulkan bahwa nilai derajat kejenuhan untuk tiga pendekat. Barat,timur dan Selatan lebih dari kurang dari 0,85 yang berarti lalu lintas sangat padat.</note>
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