SIMULASI KINERJA RUAS JALAN DI BARRU DENGAN SOFTWARE VISSIM (STUDI KASUS: JL. SYECH YUSUF)

Rahmawati Ramli; Kasmaida Kasmaida; Sitti Fatimah Rauf; Cambe Cambe

doi:10.24929/ft.v11i2.2187

Rahmawati Ramli Program Studi Teknik Sipil Fakultas Teknik Universitas Muhammadiyah
Kasmaida Kasmaida Program Studi Teknik Sipil Fakultas Teknik Universitas Muhammadiyah
Sitti Fatimah Rauf Program Studi Teknik Sipil Fakultas Teknik Universitas Muhammadiyah
Cambe Cambe Program Studi Teknik Sipil Fakultas Teknik Universitas Muhammadiyah

DOI: https://doi.org/10.24929/ft.v11i2.2187

Keywords: capacity, degree of saturation, road service level

Abstract

Vehicles that run and stop along the road to pick up and lowering passengers wich contributes to road congestion. Adapt and simulate the operational conditions of road in Jl. Syech Yusuf Barru, who using the vissim software. The results can be used as the basis for policy Barru Regency government in improving services. The aim of this research namely knowingthe performance of the Syech Yusuf Barru road section and simulating the performance of the segment road. Using quantitative analysis methods. Collected data completely and has been checked for correctness then analyzed with data field survey to obtain the values needed to calculate road performance. The results of this study indicate that the road has a capacity of 3625.84 smp/hour and a degree of saturation of 0.25 make the road intothe class B service level with the condition steady flow but operating speed start to be limited by traffic conditions. Driver have sufficient freedom to choose the speed, as for the simulation results from the vissim application used show an overview of the past movement simulation traffic on roads that tend to be stable, this is in accordance with the road performance class.

References

Direktorat Jenderal Bina Marga. Manual Kapasitas Jalan Indonesia (MKJI). Departemen Pekerjaan Umum (1997), Sec. 5 Hlm. 37-55.
Erliana, H., Yusra, C. L., & Rizka, F. (2020). Analisis Kinerja Jalan Pada Ruas Jalan Lintas Meulaboh–Tapak Tuan Kabupaten Nagan Raya. VOCATECH: Vocational Education And Technology Journal, 2(1), 1-10.
Faisal, R., Sugiarto, S., & Syara, A. (2017). Simulasi Arus Lalu Lintas Pada Segmen Penyempitan Jalan Akibat Pembangunan Fly Over Simpang Surabaya Tahun 2016 Menggunakan Software Vissim 8.0. Jurnal Teknik Sipil, 6(2), 183-194.
Halim, H., Mustari, I., & Aisyah, Z. (2019). Analisis Kinerja Operasional Ruas Jalan Satu Arah Dengan Menggunakan Mikrosimulasi Vissim (Studi Kasus: Jalan Masjid Raya Di Kota Makassar). Jurnal Manajemen Aset Infrastruktur & Fasilitas, 3(2), 99-107.
Matgiarso. Kajian Penanganan Persoalan Lalu Lintas Pada Ruas Jalan Terpengaruh Akibat Dampak Tarikan Kendaraan Pusat Perbelanjaan. Institut Teknologi Bandung. 2008.
Nindita, F. A. (2020). Analisis Kinerja Simpang Bersinyal Menggunakan Software Vissim (Studi Kasus: Simpang Ngabean Yogyakarta) (Doctoral Dissertation, Universitas Atma Jaya Yogyakarta).
Sari, I. P., & Latifa, E. A. (2019). Analisis Penerapan Lajur Khusus Sepeda Motor Terhadap Kinerja Ruas Jalan. Construction And Material Journal, 1(2), 111-122.
Siagin, B., Riani, D., & Salonten, S. (2022). Analisis Kerusakan Jalan Menggunakan Metode Bina Marga Pada Jalan Rajawali Kota Palangka Raya. Jurnal Kacapuri: Jurnal Keilmuan Teknik Sipil, 4(2), 162-171.
Yunus, M., & Mirajhusnita, I. (2020). Analisis Kinerja Ruas Jalan Dilihat Dari Tingkat Pelayanan Jalan (Lavel Of Service) Di Kota Tegal (Studi Kasus Jl. Abimanyu, Jl. Semeru Dan Jl. Menteri Supeno). Engineering: Jurnal Bidang Teknik, 11(1), 34-42.

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