Authors :
Musdalifah; Arief Setiawan; Syamsul Arifin
Volume/Issue :
Volume 10 - 2025, Issue 7 - July
Google Scholar :
https://tinyurl.com/bdh8x57m
Scribd :
https://tinyurl.com/ykf2e8np
DOI :
https://doi.org/10.38124/ijisrt/25jul616
Note : A published paper may take 4-5 working days from the publication date to appear in PlumX Metrics, Semantic Scholar, and ResearchGate.
Note : Google Scholar may take 30 to 40 days to display the article.
Abstract :
Traffic congestion frequently occurs at intersections due to conflicting vehicle movements from each approach.
One such location in the city of Palu is the intersection of Jalan Prof. Moh Yamin and Jalan DR. Abdurrahman Saleh, which
experiences high traffic volumes, particularly during peak hours. Its proximity to public facilities and direct access to the
airport contribute significantly to traffic intensity. This study evaluates the operational performance of the intersection
using the PKJI 2023 method and microscopic simulation with VISSIM. The parameters analysed include queue length,
delay, and level of service. Results from the PKJI indicate that all approaches operate at level of service F. In contrast, the
VISSIM simulation yields results that better reflect actual conditions. Three improvement scenarios were assessed: signal
timing optimisation, road widening and modal shift to private vehicles. The scenario involving a modal shift from private
vehicles to public transport produced the most substantial improvement, reducing delays and queues while elevating the
level of service to between B and D across the approaches.
Keywords :
Signalized Intersection, PKJI 2023, VISSIM, Queue Length, Delay.
References :
- Ahmad, M. I., Lefrandt, L. I., & Rompis, S. Y. (2023). Analisis Kinerja Simpang Bersinyal Menggunakan Metode PKJI Dan Metode PTV Vissim (Studi Kasus: Jl. Sam ratulangi - Jl. Babe Palar, Kota Manado). Volume 21, No. 83, Tahun 2023, 68 -77.
- Aryandi, R. D., & Munawar, A. (2014). Penggunaan Software Vissim Untuk Analisis Simpang Bersinyal (Studi Kasus Simpang Mirota Kampus Terban Yogyakarta).
- Direktoral Jendral Bina Marga. (2023). Pedoman Kapasitas Jalan Indonesia. Jakarta: Departemen Pekerjaan Umum.
- Direktorat Jendral Perhubungan Darat. (n.d.). Undang-undang Nomor 22 Tahun 2009 Tentang Lalu Lintas Dan Angkutan Jalan. Jakarta: Direktorat Jendral Perhubungan Darat.
- Febrianda, Y., Mahmudah, N., & Muchlisin. (2017). Pemodelan Lalu Lintas Menggunakan PKJI 2014 Dan Software Vissim 9 Pada Simpang APILL Madukismo, RingRoad Selatan, Yogyakarta.
- Gustavsson, F.N. (2007). Transportation Research Progress. New York: Nova Science Publishers, Inc
- HCM (2010). Highway Capacity Manual, Transportation Research Board National Research Counccil. Washington DC.
- Menteri Perhubungan. (2015). Peraturan Menteri Perhubungan Nomor 96 Tahun 2015 Tentang Pedoman Pelaksaan Kegiatan Manajemen Dan Rekayasa Lalu Lintas. Jakarta: Menteri Perhubungan.
- Putri, N. H., & Irawan, M. Z. (2015). Mikrosimulasi Mixed Traffic Pada Simpang Bersinyal Dengan Perangkat Lunak Vissim (Studi Kasus : Simpang Tugu, Yogyakarta). Prosiding The 18th FSTPT Internasional Symposium, Unila, Bandar Lampung
- Romadhona, P. J., Ikhsan, T. N., & Prasetyo, D. (2019). Aplikasi Permodelan Lalu Lintas PTV Vissim 9.0. Yogyakarta: UII Press Yogyakarta.
Traffic congestion frequently occurs at intersections due to conflicting vehicle movements from each approach.
One such location in the city of Palu is the intersection of Jalan Prof. Moh Yamin and Jalan DR. Abdurrahman Saleh, which
experiences high traffic volumes, particularly during peak hours. Its proximity to public facilities and direct access to the
airport contribute significantly to traffic intensity. This study evaluates the operational performance of the intersection
using the PKJI 2023 method and microscopic simulation with VISSIM. The parameters analysed include queue length,
delay, and level of service. Results from the PKJI indicate that all approaches operate at level of service F. In contrast, the
VISSIM simulation yields results that better reflect actual conditions. Three improvement scenarios were assessed: signal
timing optimisation, road widening and modal shift to private vehicles. The scenario involving a modal shift from private
vehicles to public transport produced the most substantial improvement, reducing delays and queues while elevating the
level of service to between B and D across the approaches.
Keywords :
Signalized Intersection, PKJI 2023, VISSIM, Queue Length, Delay.