Traffic Performance Optimization at Batanghari Intersection Using Microsimulation
Abstract
The Batanghari 1 Bridge serves as a vital link connecting Jambi City and Muaro Jambi Regency. Currently, the traffic density at the Batanghari intersection is notably high, particularly during peak hours, resulting in frequent traffic jams. To address this issue, the Perencanaan dan Pengawasan Jalan Nasional (P2JN) and Planning Consultants executed a Detailed Engineering Design (DED) Planning for the Duplication of the Batanghari 1 Bridge in 2021. The Duplication DED transformed the original intersection into a combination of an intersection and a U-turn. However, a notable challenge emerged during rush hours, especially for Jalan KH.A. Majid, where a U-turn is essential to cross the Batanghari Bridge. In this study, a traffic microsimulation was initiated at the Batanghari intersection. Using PTV Vissim software, microsimulations were conducted under three scenarios: Existing Condition, Detailed Engineering Design (DED), and an Alternative scenario, which involved incorporating a Flyover for KH.A. Majid Road towards Batanghari Bridge. Furthermore, traffic microsimulations were conducted to anticipate conditions over the next two decades. The analysis involved microsimulation using Vissim software, encompassing calibration, trial and error validation of the intersection model considering driver behavior, and GEH tests on traffic volume. The microsimulation results at the Batanghari intersection revealed that the alternative model effectively reduced queues, minimized delay times, and improved overall travel time compared to the proposed model.
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W. Aktorina, W. Fitria, and K. Ghalib, “Analisa Karakteristik Kecelakaan dan Faktor Penyebab Kecelakaan Akibat Jalan di Provinsi Jambi,” Jurnal Ilmiah Telsinas Elektro, Sipil dan Teknik Informasi, vol. 6, no. 1, pp. 11–19, Apr. 2023, doi: 10.38043/telsinas.v6i1.4221.
P. I. Christiawan, “Orientasi Baru Revitalisasi Angkutan Umum Perkotaan,” Warta Penelitian Perhubungan, vol. 26, no. 10, pp. 589–600, 2014.
R. Wijaya, “Analisis Pemilihan Moda Transportasi Universitas Riau dengan Metode Logit Biner,” Universitas Islam Riau, Pekanbaru, 2020.
American Association of State Highway and Transportation Officials., “Intersections,” in A Policy on Geometric Design of Highways and Streets, American Association of State Highway and Transportation Officials, 2001, pp. 559–746.
E. Siswanto, “Kajian Kinerja Persimpangan Tidak Bersinyal pada Persimpangan Jalan Dadaha-Jalan Nagarawangi-Jalan Tentara Pelajar,” Universitas Siliwangi, Tasikmalaya, 2018.
O. Z. Tamin, “Model transportasi berdasarkan data arus lalulintas,” in Perencanaan & Pemodelan Transportasi, Second., Bandung: Penerbit ITB, 2000, pp. 369–489.
S. Rama, “Analisis Kemacetan Lalu-Lintas Akibat Pembangunan Jalan Layang Non-Tol dan Hambatan Samping (pada Jalan Ciledug Raya, Kelurahan Cipulir, Jakarta Selatan),” Universitas Negeri Jakarta, Jakarta, 2015.
M. Ulfah, “Mikrosimulasi Lalu Lintas pada Simpang Tiga dengan Software Vissim,” Universitas Hasanudin, Makassar, 2017.
F. Dwithami Ulfah and O. Purwanti, “Analisis Kinerja Persimpangan Jalan Laswi dengan Jalan Gatot Subroto, Kota Bandung Menggunakan PTV VISSIM 9.0,” RekaRacana: Jurnal Teknik Sipil, vol. 5, no. 3, Sep. 2019, doi: https://doi.org/10.26760/rekaracana.v5i3.74.
J. J. Olstam and A. Tapani, “Comparison of Car-following models,” Linköping, 2004.
A. I. Kuku, M. I. Ramli, and S. Rauf, “Engineering and Traffic Management Study for the Operation of the Makassar Elevated Toll Road,” IOP Conf Ser Earth Environ Sci, vol. 1117, no. 1, p. 012074, 2022, doi: 10.1088/1755-1315/1117/1/012074.
H. T. Abdelwahab, “Traffic micro-simulation model for design and operational analysis of barrier toll stations,” Ain Shams Engineering Journal, vol. 8, no. 4, pp. 507–513, Dec. 2017, doi: 10.1016/j.asej.2016.05.010.
S. H. Aly, S. Martono, and N. M. R. Harusi, “Analysis of Motorized Vehicles Performance at Signalized Intersections Based on Micro Simulation,” IOP Conf Ser Earth Environ Sci, vol. 1117, no. 1, p. 012024, 2022, doi: 10.1088/1755-1315/1117/1/012024.
S. Sukirman, “Parameter Perencanaan Geometrik Jalan,” in Dasar-dasar Perencanaan Geometrik Jalan, Third., Bandung: Nova, 1999, pp. 37–66.
M. Mellyarti and Z. Zulkifli, “Rekayasa Lalu Lintas Pada Kawasan Simpang Jl. Lingkar Tengah – Jl. DR. Leimena Di Kota Makassar,” Journal Of Applied Civil and Environmental Engineering, vol. 1, p. 9, Oct. 2020, doi: 10.31963/jacee.v1i1.2648.
F. D. Hobbs, Perencanaan dan Teknik Lalu Lintas, Second. Yogyakarta: Gadjah Mada University Press, 1995.
A. S. Lubis, Z. A. Muis, and T. Nasution, “Pemodelan Hubungan Parameter Karakteristik Lalu Lintas pada Jalan Tol Belmera,” Media Komunikasi Teknik Sipil, vol. 22, no. 2, pp. 151–160, Dec. 2016, doi: https://doi.org/10.14710/mkts.v22i2.12878.
国際協力機構, “Preparatory survey for Dhaka-Chittagong national highway no. 1 bridge construction and rehabilitation project (project name: the Kanchpur, Meghna, Gumti 2nd bridges construction and existing bridges rehabilitation project) : final report. Volume 1 (Main report),” Japan, Mar. 2013.
N. H. Putri and M. Z. Irawan, “Mikrosimulasi Mixed Traffic Pada Simpang Bersinyal Dengan Perangkat Lunak Vissim (Studi Kasus: Simpang Tugu, Yogyakarta),” in The 18th FSTPT International Symposium , Bandar Lampung: Universitas Lampung, Aug. 2015.
K. Zhang, H.-E. Lin, and M. A. P. Taylor, “Travel Time Estimation in Urban Traffic Environments,” in New Transportation Research Progress, F. N. Gustavsson, Ed., New York: Nova Science Publisher, 2008, pp. 179–208.
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