Evaluasi Koordinasi Simpang Bersinyal pada Persimpangan Jl. Arief Rahman Hakim–Jl. Kertajaya Indah Timur dan Jl. Arief Rahman Hakim–Jl. Deles (ITATS) di Surabaya

Firmansyah, Andri (2010) Evaluasi Koordinasi Simpang Bersinyal pada Persimpangan Jl. Arief Rahman Hakim–Jl. Kertajaya Indah Timur dan Jl. Arief Rahman Hakim–Jl. Deles (ITATS) di Surabaya. Other thesis, Institut Teknologi Sepuluh Nopember.

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Abstract

Kepadatan arus lalu lintas pada daerah-daerah tertentu di Surabaya cukup tinggi, sehingga banyak terjadi kemacetan pada jam-jam sibuk (busy time). Pada tugas akhir ini, simpang bersinyal yang ditinjau adalah persimpangan Jl. Arief Rahman Hakim–Jl. Kertajaya Indah Timur dan Jl. Arief Rahman Hakim–Jl. Deles (ITATS). Evaluasi kinerja persimpangan dilakukan dengan mengevaluasi pelayanan persimpangan jalan terhadap volume kendaraan yang melintas pada persimpangan Jl. Arief Rahman Hakim–Jl. Kertajaya Indah Timur dan Jl. Arief Rahman Hakim–Jl. Deles (ITATS). Analisis dan evaluasi kinerja persimpangan tersebut dilakukan dengan mengacu pada Manual Kapasitas Jalan Indonesia (MKJI) 1997 dan program bantu KAJI, serta dilakukan koordinasi ant simpang. Kondisi eksisting menunjukkan bahwa Simpang I (Jl. Arief Rahman Hakim–Jl. Kertajaya Indah Timur) pada periode puncak pagi memiliki LOS E dengan tundaan rata-rata 42,76 detik/smp, periode puncak siang LOS D dengan tundaan rata-rata 25,64 detik/smp, dan periode puncak sore LOS D dengan tundaan rata-rata 25,95 detik/smp. Simpang II (Jl. Arief Rahman Hakim–Jl. Deles ITATS) pada periode puncak pagi memiliki LOS F dengan tundaan rata-rata simpang 63,46 detik/smp, periode puncak siang LOS F dengan tundaan rata-rata 80,57 detik/smp, dan periode puncak sore LOS F dengan tundaan rata-rata 79,91 detik/smp. Untuk rencana perbaikan agar bertahan pada LOS B sampai lima tahun mendatang (2014), dilakukan perbaikan manajemen waktu sinyal dan geometrik serta perubahan arus pergerakan kendaraan pada Simpang I dan Simpang II. Setelah perbaikan simpang dilakukan, koordinasi antarsimpang diterapkan dengan mengatur signal offset dengan waktu tempuh 27 detik. Dengan koordinasi tersebut, kendaraan dari simpang pertama akan tiba pada simpang berikutnya dalam kondisi lampu hijau, sehingga lalu lintas dapat lebih lancar dan tundaan dapat diperkecil.
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Traffic congestion is relatively high in certain areas of Surabaya, resulting in frequent traffic jams during peak hours. This final project evaluates the signalized intersections of Arief Rahman Hakim Street–Kertajaya Indah Timur Street and Arief Rahman Hakim Street–Deles Street (ITATS). The evaluation assesses intersection performance in relation to the volume of vehicles passing through these intersections. The analysis and performance evaluation were conducted based on the Indonesian Highway Capacity Manual (IHCM) 1997 and the KAJI software, with coordination between the intersections also implemented. The existing conditions showed that Intersection I (Arief Rahman Hakim Street–Kertajaya Indah Timur Street) had a Level of Service (LOS) E during the morning peak period, with an average delay of 42.76 seconds/PCU; LOS D during the midday peak period, with an average delay of 25.64 seconds/PCU; and LOS D during the evening peak period, with an average delay of 25.95 seconds/PCU. Intersection II (Arief Rahman Hakim Street–Deles Street, ITATS) had LOS F during the morning peak period, with an average intersection delay of 63.46 seconds/PCU; LOS F during the midday peak period, with an average delay of 80.57 seconds/PCU; and LOS F during the evening peak period, with an average delay of 79.91 seconds/PCU. To maintain LOS B over the following five years, up to 2014, improvements were planned for signal timing management and intersection geometry, along with changes to vehicle movement patterns at both intersections. After these improvements, coordination between the intersections was implemented by adjusting the signal offset to a travel time of 27 seconds. With this coordination, vehicles from the first intersection would reach the next intersection while the traffic light was green, allowing traffic to flow more smoothly and reducing delays.

Item Type:	Thesis (Other)
Additional Information:	RSS 388.413 12 Fir e
Uncontrolled Keywords:	Derajat Kejenuban, Tingkat Pelayanan,Manajemen Rekayasa Lalu- Lintas, Degree of saturation, Level Of Service, Management .Engineered Then - Pass by quickly.
Subjects:	T Technology > TE Highway engineering. Roads and pavements > TE175 Road and highway design
Divisions:	Faculty of Civil Engineering and Planning > Civil Engineering > 22201-(S1) Undergraduate Thesis
Depositing User:	magang .
Date Deposited:	29 Oct 2026 07:02
Last Modified:	29 Oct 2026 07:02
URI:	http://repository.its.ac.id/id/eprint/146008

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