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All Journal Jurnal Keselamatan Transportasi Jalan (Indonesian Journal of Road Safety) Jurnal Teknologi Transportasi dan Logistik Jurnal Transportasi Multimoda Jurnal Pengabdian Kepada Masyarakat Semangat Nyata Untuk Mengabdi Jurnal Transportasi dan Bahari (ALTAIR) Jurnal Keselamatan Transportasi Jalan
Stefanus Sylvan Ryanto
Politeknik Transportasi Darat Bali
Aerospace Engineering Automotive Engineering Chemical Engineering, Chemistry & Bioengineering Civil Engineering, Building, Construction & Architecture Control & Systems Engineering Economics, Econometrics & Finance Engineering Mechanical Engineering Social Sciences Transportation Other

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Optimalisasi Kinerja U-Turn Di Ruas Jalan Sudirman Selatan Kota Pekanbaru Dengan Pendekatan PKJI 2023 Dan Vissim Stefanus Sylvan Ryanto; Meynessa Puspita Tika Putri; Aswin Badarudin Atmajaya
Jurnal Keselamatan Transportasi Jalan (Indonesian Journal of Road Safety) Vol. 13 No. 1 (2026): JURNAL KESELAMATAN TRANSPORTASI JALAN (INDONESIAN JOURNAL OF ROAD SAFETY)
Publisher : Pusat Penelitian dan Pengabdian Masyarakat (P3M)

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.46447/ktj.v13i1.652

Abstract

U-Turn Sudirman Selatan is located between segments 2 and 3 of Jalan Jenderal Sudirman, Pekanbaru City, which is famous for its congestion. Not only by observation, this is also proven by performance calculations through PKJI 2023 and a degree of saturation of 0.97 is obtained. The large volume of vehicles and the presence of large vehicles maneuvering on the u-turn are the causes of this problem. This study aims to optimize performance on the u-turn study. The method used by the author is PKJI 2023 and modeling through vissim. Meanwhile, the data needed is the busiest one-hour volume data on the u-turn, spotspeed, and also inventory. Based on the existing problems, the solution that can be applied is to redesign the geometry to increase capacity and make the u-turn one-way to break the conflict. Based on the results of the optimization analysis, an increase in performance was obtained in the form of a decrease in the degree of saturation by 18% at the north u-turn and 16% at the south U-Turn, a decrease in queue length by 73% at the north u-turn and 96% at the south u-turn. In addition, there was an increase in travel speed of 23% at the north u-turn and 21% at the south u-turn, as well as a decrease in average travel time by 52% at the north u-turn and 51% at the south U-Turn.
Co-Authors A.A Bagus Oka Khrisna Surya A.A. Bagus Oka Khrisna Surya A.A.Bagus Oka Khrisna Surya Ajeng Tyas Damayanti Akbar Zulkarnain Anisa Mahadita Candra Rahayu Aswin Badarudin Atmajaya Br Pangaribuan, Lia Agistin Budi Mardikawati Budiartha, Made Dwi Wahyu Hidayat Dynes Rizky Navianti I Made Sukmayasa I Wayan Arnaya Meynessa Puspita Tika Putri Mochammad, Hazen Putraditya Muhammad Iqbal Yogapradana Ni Ketut Nova Ariani Nur Wahid, Muhammad Oktavia, Nindy Prasetyo, Hendrik Putu Ayu Govika Krisna Dewi Putu Eka Suartawan Raharjo, Efendhi Prih Rizka Padmini, Ni Luh Kadek Rupaka, Anggun Prima Gilang Satria Wibawa Resiartha, Dewa Gede Sugianto Sugianto Surya, A. A. Bagus Oka Khrisna