Impact Analysis of Condongcatur Underpass Development Plan with Macro Traffic Simulation PTV VISUM on Road Network Performance
DOI:
https://doi.org/10.21831/inersia.v21i1.64292Keywords:
Condongcatur, Underpass, PTV VISUMAbstract
It is planned to build an Underpass for the Condongcatur intersection to improve traffic performance and overcome the congestion that occurs. The purpose of this research is to analyze the existing traffic performance around the Condongcatur Underpass construction area, predict the impact caused, and formulate efforts to handle traffic impacts and analyze how effective the construction of the Condongcatur Underpass is in overcoming congestion that occurs. This research uses a transportation model approach to analyze the road network using PTV VISUM software. The results of the research on existing conditions show the performance of the affected road network with a v/c ratio value between 0.21 - 1, 23 (Level of service B - F). At the time of construction there were 12 road sections most affected by the Condongcatur Underpass construction plan, where the road section with the highest percentage increase occurred on the Padjajaran road section by 167% which was originally in service category C to F. In operational conditions, the Padjajaran Road section with the Underpass is in the B and C service level categories. The performance results on the affected road network provide better results with the Underpass compared to the existing conditions.
References
[1] A. A. Garnadi, “Analisis Kinerja Simpang Bersinyal Gejayan, Ring Road Utara, Yogyakarta, Akibat Pengoperasian Underpass Kentungan,” Thesis, Universitas Muhammadiyah Yogyakarta, Yogyakarta, Indonesia, 2021.
[2] Kementerian Perhubungan Republik Indonesia, “Peraturan Menteri Perhubungan Nomor 17 Tahun 2021 tentang Penyelenggaraan Analisis Dampak Lalu Lintas,” Jakarta, Indonesia, 2021.
[3] A. Sembodo, “Analisis Dampak Lalu Lintas Pembangunan Underpass Bundaran Dolog Kota Surabaya,” Thesis, Universitas Gadjah Mada, Yogyakarta, Indonesia, 2021.
[4] A. Novadli, “Analisis Dampak Lalu Lintas Pembangunan Akses Jalan Tol Pemalang-Batang menggunakan Software Vissim,” Thesis, Universitas Gadjah Mada, Yogyakarta, Indonesia, 2019.
[5] A. K. Rusli, “Analisis Dampak Lalu Lintas Renovasi Bangunan Venue dan Penataan Kawasan Gelora Bung Karno Jakarta,” Thesis, Universitas Gadjah Mada, Yogyakarta, Indonesia, 2018.
[6] S. Sutrisni, Syafi’i, and Setiono, “Estimasi Matriks Asal Tujuan (MAT) Kota Surakarta Tahun 2025,” E-Journal Matriks Tek. Sipil, vol. 2, no. 2, pp. 237–241, 2014.
[7] J. Arliansyah, M. R. Prasetyo, and A. Y. Kurnia, “Planning of city transportation infrastructure based on macro simulation model,” Int. J. Adv. Sci. Eng. Inf. Technol., vol. 7, no. 4, pp. 1262–1267, 2017.
[8] Badan Pusat Statistik Kabupaten Sleman, “Kabupaten Sleman Dalam Angka Tahun 2021,” Sleman, Indonesia, 2021.
[9] Badan Pusat Statistik Kabupaten Bantul, “Kabupaten Bantul Dalam Angka Tahun 2021,” Bantul, Indonesia, 2021.
[10] Badan Pusat Statistik Kota Yogyakarta, “Kota Yogyakarta Dalam Angka Tahun 2021,” Yogyakarta, Indonesia, 2021.
[11] Dinas Perhubungan Kota Yogyakarta, “Survei Updating Kinerja Lalu Lintas (Volume Per Kapasitas dan Kecepatan),” Yogyakarta, Indonesia, 2022.
[12] Dinas Perhubungan DIY, “Kajian Asal Tujuan Perjalanan Orang di DIY,” Yogyakarta, Indonesia, 2016.
[13] S. Fierek and J. Zak, “Planning of an integrated urban transportation system based on macro-simulation and MCDM/A methods,” Procedia Soc. Behav. Sci., vol. 54, pp. 1260–1269, 2012, doi: 10.1016/j.sbspro.2012.09.774.
[14] M. Jacyna, M. Wasiak, M. Kłodawski, and P. Gołębiowski, “Modelling of bicycle traffic in the cities using VISUM,” Procedia Eng., vol. 187, pp. 435–441, 2017, doi: 10.1016/j.proeng.2017.04.397.
[15] NZ Transport Agency, Transport Model Development Guidelines, 1st ed., Wellington, New Zealand, 2019.
[16] I. Abubakar, A. Yani, and E. Sutiono, Menuju Lalu Lintas dan Angkutan Jalan yang Tertib, Direktorat Jenderal Perhubungan Darat, Jakarta, Indonesia, 1995.
[17] M. Z. Irawan and N. H. Putri, “Kalibrasi Vissim untuk Mikrosimulasi Arus Lalu Lintas Tercampur pada Simpang Bersinyal (Studi Kasus: Simpang Tugu, Yogyakarta),” J. Penelit. Transp. Multimoda, vol. 13, no. 3, 2015.
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