Ningsih, Lisa Vatma (2026) ANALISIS KINERJA SIMPANGTIDAK BERSINYAL DAN BERSINYAL PADA JALAN IMAM BONJOL -TAMAN-WARU-KALIJATEN, SIDOARJO MENGGUNAKAN PKJI TAHUN 2023. Undergraduate thesis, UPN Veteran Jawa Timur.
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Abstract
Imam Bonjol-Taman-Waru Road's unsignalized intersection and Kalijaten-Taman-Waru Highway's signalized intersection in Sidoarjo, an industrial area Transportation issues like congestion, delays, and traffic conflicts—particularly at intersection areas—increase as the number of vehicles in metropolitan areas, particularly in Sidoarjo Regency, rises. With reference to the Indonesian Road Capacity Guidelines (PKJI) 2023, this study attempts to evaluate the performance of signalized crossings on Kalijaten-Taman-Waru Highway and unsignalized intersections on Imam Bonjol-Taman-Waru Road. To gather primary data on traffic volume, intersection geometry circumstances, and side obstructions, a field survey was employed as the research approach. Over the course of three days, the survey was carried out during peak morning, afternoon, and evening hours. The unsignalized intersection of Jalan Imam Bonjol, Taman, and Waru has an average intersection delay of 14.71 seconds/SMP and a degree of saturation (DJ) value of 0.86, according to the results of the current condition analysis. The suggested saturation limit (DJ < 0.85) has been surpassed by the DJ value. In its current state, the signalized intersection of Jalan Raya Kalijaten – Taman – Waru has an average intersection delay of 30.71 seconds/SMP and a degree of saturation (DJ) of 0.84 on the north approach, 0.81 on the west approach, and 0.88 on the east approach. The current green time for each approach affects the DJ value at the intersection. The technique used for the unsignalized intersection of Jalan Raya Imam Bonjol, Taman, and Waru is an alternative management of intersection performance. It involves switching the regulation system to a three-phase signalized intersection. Reducing previously uncontrollable vehicle movement conflicts is the goal of implementing this signal design. Signal cycle time optimization is the method used at the Kalijaten, Taman, and Waru Highway signalized intersection. Eighty seconds is the current cycle time. As a result, the cycle time is changed to 100 seconds in accordance with the 2023 Indonesian Road Capacity Guidelines (PKJI), which specify the proper cycle duration for three-phase signal systems. in order for the intersection to be deemed more operationally efficient and to provide a higher quality of service than it does now. Keywords:Intersection performance, signalized intersection, unsignalized intersection, PKJI 2023, degree of saturation, delays
| 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: | lisa lisa vatma ningsih | ||||||||||||
| Date Deposited: | 29 May 2026 03:06 | ||||||||||||
| Last Modified: | 29 May 2026 03:06 | ||||||||||||
| URI: | https://repository.upnjatim.ac.id/id/eprint/52649 |
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