Kinerja Simpang Tiga Tak Bersinyal Bukit Siguntang (Jalan Srijaya Negara- Jalan Demang Lebar Daun) Palembang

Authors

  • Arief Aszharri Politeknik Negeri Sriwijaya

DOI:

https://doi.org/10.61132/konstruksi.v1i4.188

Keywords:

Intersection, Service, Capacity

Abstract

One of the intersections in the city of Palembang is the Three-way Intersection of Bukit Siguntang, which is a signal-free intersection. This intersection is located in an educational and residential area, connecting Srijaya Negara Street and Demang Lebar Daun Street. The road has a very high volume of vehicles, with traffic flows reaching 45,208 vehicles on Sundays or holidays, 82,124 vehicles on Mondays, and 80,379 vehicles on Wednesdays. Among these three days, Monday is the busiest day with a vehicle count of 84,364. The intersection's performance is evaluated by examining the capacity levels at each approach. The Three-way Intersection of Bukit Siguntang shows a degree of saturation (DS) above 0.85 on all approaches, indicating that the road capacity has reached a saturation level resulting in a service level of D for the intersection, with an average intersection delay of 34.27 seconds/vehicle. To enhance the intersection capacity, several alternatives can be implemented, including road geometric widening and changing the traffic flow policy from two-way single lane to one-way single lane. Simulation of the capacity improvement for the intersection with both alternatives indicates that road geometric widening results in a delay of 24.58 seconds/vehicle, falling within the service level C for the intersection. Meanwhile, changing the traffic flow policy from two-way single lane to one-way single lane results in a delay of 17.39 seconds/vehicle, also falling within the service level C for the intersection.

References

A.A.N.A. Jaya Wikrama, 2011. Analisis Kinerja Simpang Bersinyal. Jurnal Ilmiah Teknik Sipil.

Alhadar, A. (2011). Analisis Kinerja Jalan dalam Upaya Mengatasi Kemacetan Lalu Lintas pada Ruas Simpang Bersinyal di Kota Palu. Jurnal SMARTek, Nopember 2011.

Hariyanto, 2011. Analisis Kinerja Simpang Bersignal Pada Simpang Outlet Jalan Tol Krapyak Kota Semarang. Magister Teknik Sipil Universitas Islam Sultan Agung.

H. Budi, M., Wicaksono, A., & Anwar, M. R. (2014). Evaluasi kinerja simpang tidak bersinyal jalan raya mengkreng kabupaten jombang. Jurnal Rekayasa Sipil.

Lapian, B. W., Bawangun, V., Sendow, T. K., & Lintong, E. (2015). Analisis Kinerja Simpang Tak Bersinyal Untuk Simpang. Jurnal Sipil Statik.

Lumintang, G. Y. B., Lefrandt, L. I. R., Timboeleng, J. A., & Manoppo, M. R. E. (2013). Kinerja Lalu Lintas Persimpangan Lengan Empat Bersignal (Studi Kasus: Persimpangan Jalan Walanda Maramis Manado). Jurnal Sipil Statik.

Rorong, N., Elisabeth, L., & Waani, J. E. (2015). Analisa Kinerja Simpang Tidak Bersinyal Di Ruas Jalan S.Parman Dan Di.Panjaitan. Fakultas Teknik Jurusan Sipil Universitas Sam Ratulangi Manado.

Tamin, Ofyar z, 2000. Perencanaan dan Pemodelan Transportasi, Edisi kedua, Jurusan Teknil Sipil, Institut Teknologi Bandung.

Wikrama, J. A. A. N. . (2011). Analisis Kinerja Simpang Bersinyal (Studi Kasus Jalan Teuku Umar Barat – Jalan Gunung Salak). Jurnal Ilmiah Teknik Sipil.

Laporan Instansi/Lembaga/Organisasi/Perusahaan

Direktorat Jenderal Perhubungan Darat, Menuju Lalu Lintas dan Angkutan Jalan yang Tertib, Direktorat Jenderal Perhubungan Darat, Departemen Perhubungan, Jakarta, 1995.

Direktorat Jenderal Bina Marga, Manual Kapasitas Jalan Indonesia, Departemen Pekerjaan Umum, Jakarta, 1997.

Direktorat BSLLAK, Rekayasa Lalu Lintas, Direktorat Jenderal Perhubungan Darat,Departemen Perhubungan, Jakarta, 1999.

Manual Kapasitas Jalan Indonesia (MKJI) Tahun 1997, Republik Indonesia Dirjen Bina Marga, Direktorat Bina Jalan Kota (Binkot).

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Published

2023-10-30

How to Cite

Arief Aszharri. (2023). Kinerja Simpang Tiga Tak Bersinyal Bukit Siguntang (Jalan Srijaya Negara- Jalan Demang Lebar Daun) Palembang. Konstruksi: Publikasi Ilmu Teknik, Perencanaan Tata Ruang Dan Teknik Sipil, 1(4), 01–09. https://doi.org/10.61132/konstruksi.v1i4.188

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