STRATEGI REKAYASA LALULINTAS JL.HR.SOEBRANTAS DUMAI TERHADAP DAMPAK PEMBANGUNAN DUMAI ISLAMIC CENTER

Authors

  • Edria Dianjani Universitas Riau
  • Ari Sandhyavitri Universitas Riau
  • Muhamad Yusa Universitas Riau

DOI:

https://doi.org/10.36341/racic.v9i2.4282

Keywords:

Performance raod network

Abstract

This research aims to identify the performance of the road network in existing conditions on the HR road section. Soebrantas, projected traffic performance in the short term (20238) and medium term (2032) against scenarios used for traffic engineering for DIC development, as well as comparing traffic handling scenarios in the short term (2028) and long term. middle (2032). This research uses primary data in the form of traffic data (2023), Dumai City spatial pattern planning maps. The parameters measured are traffic flow and side obstacles which influence HR road traffic performance. Soebrantas.

               ResultsThis research shows that side obstacles are the dominant factor that influences traffic flow, resulting in traffic jams or congestion. Scenario 2 is the best strategy that can be used because it is necessary to reduce the occurrence of side obstacles.

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References

Al-Kareawi, Z. A. T., & Al-Obaedi, J. T. S. (2021). Simulation of U-turn traffic based on VISSIM and PARAMICS micro simulation. Journal of Physics: Conference Series, 1895(1), 012030. https://doi.org/10.1088/1742-6596/1895/1/012030.

Al-Masaeid, H. R. (2016). Capacity of U-Turn at Median Openings. June 1999.

Ali, N., Zia, H., Sarwar, H. Bin, Baig, Z., & Abdullah, M. (2020). Implementation of Different Traffic Management Strategies on Major Roads for the Improvement of Traffic Flow in Lahore City. Scientific Inquiry and Review, 4(4), 1–14. https://doi.org/10.32350/sir/2020/44/689.

Amal, A. S. (2003a). Pengaruh penutupan pintu perlintasan kereta api terhadap tundaan dan panjang antrian pada jalan raya malang - surabaya km.10 (pp. 85–89).

Amal, A. S. (2003b). Pengaruh penutupan pintu perlintasan kereta api terhadap tundaan dan panjang antrian pada jalan raya malang - surabaya km.10. 7(1), 85–89.

Asmaa, O., Mokhtar, K., & Abdelaziz, O. (2013). Road traffic density estimation using microscopic and macroscopic parameters. Image and Vision Computing, 31(11), 887–894. https://doi.org/10.1016/j.imavis.2013.09.006.

Asset, M. A., & Sugiyanto, S. (2021). Analisa Biaya Kerugian Karena Mengalami Kondisi Kemacetan Akibat Perbaikan Jalan Ditinjau Dari Waktu Tunda Perjalanan Dan Kenaikan Bahan Bakar Minyak (Bbm) Kendaraan. Rang Teknik Journal, 4(1), 143–163. https://doi.org/10.31869/rtj.v4i1.2268.

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Published

2024-12-26

Issue

Vol. 9 No. 2 (2024): DESEMBER

Section

Articles

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