Study of Signalized Intersection on Prof. Moh Yamin Road – Dr. Abdurrahman Saleh Road with PKJI Method and Vissim Software


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

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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 :

  1. 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.
  2. Aryandi, R. D., & Munawar, A. (2014). Penggunaan Software Vissim Untuk Analisis Simpang Bersinyal (Studi Kasus Simpang Mirota Kampus Terban Yogyakarta).
  3. Direktoral Jendral Bina Marga. (2023). Pedoman Kapasitas Jalan Indonesia. Jakarta: Departemen Pekerjaan Umum.
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  5. Febrianda, Y., Mahmudah, N., & Muchlisin. (2017). Pemodelan Lalu Lintas Menggunakan PKJI 2014 Dan Software Vissim 9 Pada Simpang APILL Madukismo, RingRoad Selatan, Yogyakarta.
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  7. HCM (2010). Highway Capacity Manual, Transportation Research Board National Research Counccil. Washington DC.
  8. Menteri Perhubungan. (2015). Peraturan Menteri Perhubungan Nomor 96 Tahun 2015 Tentang Pedoman Pelaksaan Kegiatan Manajemen Dan Rekayasa Lalu Lintas. Jakarta: Menteri Perhubungan.
  9. 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
  10. 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.

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Paper Submission Last Date
31 - December - 2025

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