Alaik, Achmad Rodhiyan (2025) EVALUASI KINERJA SIMPANG BERSINYAL PADA PERSIMPANGAN JALAN RADEN PANJI SUROSO-JALAN SUNANDAR PRIYO SUDARMO- JALAN LAKSDA ADI SUCIPTO KOTA MALANG. Undergraduate thesis, UPN Veteran Jawa Timur.
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Abstract
The growth of a region is accompanied by increasing development in the transportation sector and the need for improvements in the road infrastructure sector so that transportation can run smoothly. An intersection is defined as an area where two or more roads join or intersect, including roadside facilities for traffic movement within it, making the intersection a point of conflict and a place of congestion.. This signalized intersection in Malang City connects Jalan Raden Panji Suroso-Jalan Sunandar Priyo Sudarmo-Jalan Laksda Adi Sucipto, which experiences very high and irregular queues during peak hours. The study will be conducted using the 2023 Indonesian Road Capacity Guidelines (PKJI) with data analysis including capacity calculations, saturation levels, queue lengths, and delays. Through this research, we can find out the results of the capacity volume level of Jalan Raden Panji Suroso-Jalan Sunandar Priyo Sudarmo–Jalan Laksda Adi Sucipto. The results of the existing condition analysis show that the signalized intersection has a degree of saturation (DJ) for Jl. Raden Panji Suroso-Jl. Sunandar Priyo Sudarmo (U-S) of 1.01 and Jl. Laksda Adi Sucipto (T-B) of 1.03 during the afternoon peak hour and the average delay of the intersection is 52.2. Meanwhile, the results of the analysis of the signalized intersection with a design life of 5 years have a degree of saturation (DJ) for Jl. Raden Panji Suroso-Jl. Sunandar Priyo Sudarmo (U-S) of 0.99 and Jl. Laksda Adi Sucipto (T-B) of 1.03 during the afternoon peak hour and the average delay of the intersection is 79.5. The alternative handling carried out is an evaluation of the 5-year plan life improvement with changes in improvements (signal phase improvement to 3 phases, addition of traffic signs and restrictions on heavy vehicle operating hours showing that the signalized intersection has a degree of saturation (DJ) for Jl. Raden Panji Suroso-Jl. Sunandar Priyo Sudarmo (U-S) of 0.84 and Jl. Laksda Adi Sucipto (T) of 0.83 and (B) of 0.81 during the afternoon peak hour and the average delay at the intersection is 39.9. The decrease in the degree of saturation value in handling this signalized intersection can reflect better intersection performance.
| Item Type: | Thesis (Undergraduate) | ||||||||||||
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| Subjects: | T Technology > TA Engineering (General). Civil engineering (General) | ||||||||||||
| Divisions: | Faculty of Engineering > Departement of Civil Engineering | ||||||||||||
| Depositing User: | Achmd Rodhiyan Alaik | ||||||||||||
| Date Deposited: | 23 Dec 2025 03:00 | ||||||||||||
| Last Modified: | 23 Dec 2025 03:40 | ||||||||||||
| URI: | https://repository.upnjatim.ac.id/id/eprint/47994 |
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