Analisis Peningkatan Kinerja Simpang Tak Bersinyal (Studi Kasus : Jalan Dr. Wahidin – Jalan Pramuka – Jalan Lorong Bakso Di Kota Palu)

Authors

  • Dregian Maylton Bose Universitas Tadulako
  • Muflihatun Nurfadillah Efendi Universitas Tadulako
  • Ismadarni Universitas Tadulako

Keywords:

Simpang Tak Bersinyal, Kapasitas, Derajat Kejenuhan

Abstract

The Dr. Wahidin intersection – Jalan Pramuka – Jl Bakso is one of several intersections in the city of Palu. The traffic on this road is quite busy and sometimes there are queues of vehicles due to vehicle encounters, which results in congestion, reducing the comfort level. This study aims to determine the performance of the Jl. Dr. Wahidin – Jl. Scouts – Jl. Meatballs in serving traffic flow in the present and in the future and knowing solutions in solving problems at unsignalized intersections Jl.Dr, Wahidin - Jl. Scouts – Jl. Meatball. Data collection was obtained based on primary and secondary data, primary data namely traffic volume, geometric intersections, and side barriers, secondary data in the form of maps of the city of Palu, population, and number of vehicle growth. From the results of research and discussion at the Dr Wahidin intersection - Jalan Pramuka - Jl Bakso, the total volume of traffic flow (Qtot) is 2337 pcu/hour, Capacity (C) is 4655.1 pcu/hour, Degree of Saturation (DS) is 0, 51, and queue odds (QP) 11-25%. Based on the results of the study, the performance of the Dr. Wahidin - Jalan Pramuka - Jl Bakso intersection has a stable flow level of service (C), but controlled vehicle speed and motion.

References

Alamsyah, A. A. 2008, Rekayasa Lalu Lintas (edisi Revisi), Universitas Muhammadiyah Malang Press, Malang

Aqsha, R.M. (2009).KAJIAN KINERJA PERSIMPANGAN TIDAK BERSIGNAL PADA PERSIMPANGAN JALAN SOEKARNO-HATTA-JENDRAL SUDIRMAN-JALAN CUT NYAK DIEN. ENDRAL SUDIRMAN-JALAN CUT NYAK DIEN, 2009, .

C. Jotin Khisty & B. Kent Lall. 2005. Dasar – dasar Rekayasa Transportasi. Jilid I Jakarta: Penerbit Erlangga

Direktorat Jenderal Bina Marga, (2009), Geometri Jalan Bebas Hambatan Untuk

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

Elisabeth, N. R., & Waani, J. (2015). Analisa Kinerja Simpang Tidak Bersinyal Di Ruas Jalan S.Parman Dan Jalan Di. Panjaitan. Jurnal Sipil Statik, 747 - 758.

FIRMANSYAH, F. (2015). EVALUASI KINERJA SIMPANG BERSINYAL. JURUSAN TEKNIK SIPIL 2015,

Hernawan, B. R. (2012). Analisis Kinerja Simpang Tak Bersinyal Samirono, Yogyakarta. Universitas Islam Indonesia, 1 - 110.

Hobbs, F.D., 1995, Perancanaan Dan Teknik Lalu Lintas,Edisi Kedua,Uni- versitas Gajah Mada Press, Yogyakar- ta.

Manual Kapasitas Jalan Indonesi ( MKJI ), 1997, Jakarta : Direktorat Jenderal

Bina Marga, Departemen Pekerjaan Umum RI.

Morlok, E.K, 1995. Pengantar Teknik dan Perencanaan Transportasi, Erlangga Jakartra

Munawar, Ahmad, 2006. Manajemen Lalu Lintas Perkotaan. Jogjakarta : Beta Offset.

Suteja, I. W. (2011). ANALISIS KEBUTUHAN PENANGANAN SIMPANG EMPAT GERUNG DI LOMBOK BARAT. Vol. 15, No. 2, Juli 2011

Undang-Undang Republik Indonesia No.38 Tahun 2004 Tentang Jalan.

Published

2023-10-12

How to Cite

Maylton Bose, D., Nurfadillah Efendi, M., & Ismadarni. (2023). Analisis Peningkatan Kinerja Simpang Tak Bersinyal (Studi Kasus : Jalan Dr. Wahidin – Jalan Pramuka – Jalan Lorong Bakso Di Kota Palu). BINER : Jurnal Ilmu Komputer, Teknik Dan Multimedia, 1(3), 819–827. Retrieved from http://journal.mediapublikasi.id/index.php/Biner/article/view/3438