Article Sidebar

Submitted
January 27, 2019
Accepted
January 27, 2019
Published
January 28, 2019
Download
PDF
Statistic
Read Counter : 141 Download : 92

Main Article Content

Abstract

RI Act No. 22 of 2009 states that on the intersection traffic light drivers are prohibited from turning left immediately, unless specified otherwise by traffic signs. This study aims to determine the effectiveness of the ‘left turn on red’ signal and its effect on the capacity of Simpang Lima Bengkulu city.The results showed that in terms of the degree of saturation, the capacity of Simpang Lima Bengkulu city at Soeprapto roads site is better whenever it is applied the left turn on red signal. It is necessary to evaluate the traffic light settings on Simpang Lima Bengkulu City because the degree of saturation has exceeded the tolerance limits suggested by
MKJI 1997.

Article Details

License

Authors who publish with this journal agree to the following terms:

  1. Authors retain copyright and grant the journal right of first publication with the work simultaneously licensed under a Creative Commons Attribution License that allows others to share the work with an acknowledgment of the work's authorship and initial publication in this journal.
  2. Authors are able to enter into separate, additional contractual arrangements for the non-exclusive distribution of the journal's published version of the work (e.g., post it to an institutional repository or publish it in a book), with an acknowledgment of its initial publication in this journal.
  3. Authors are permitted and encouraged to post their work online (e.g., in institutional repositories or on their website) prior to and during the submission process, as it can lead to productive exchanges, as well as earlier and greater citation of published work (See The Effect of Open Access).
  4. This work is licensed under a Creative Commons Attribution-ShareAlike 4.0 International License.
How to Cite
Bahri, S., & Elsandiy, V. (2019). EFEKTIVITAS PENERAPAN BELOK KIRI LANGSUNG (Studi Kasus Jalan Soeprapto Kota Bengkulu). Inersia: Jurnal Teknik Sipil, 5(1), 57–71. https://doi.org/10.33369/ijts.5.1.57-71
Download Citation
Endnote/Zotero/Mendeley (RIS)
BibTeX

References

  1. Direktorat Jenderal Bina Marga. 1993. Tata Cara Perencanaan Persimpangan Sebidang Jalan Perkotaan. Departemen Pekerjaan Umum RI. Jakarta.
  2. Direktorat Jenderal Bina Marga. 1997. Manual Kapasitas Jalan Indonesia, Departemen Pekerjaan Umum RI. Jakarta.
  3. Hobbs, FD., 1995. Perencanaan dan Teknik Lalu Lintas. Gajah Mada University Press. Jogjakarta.
  4. Khisty C., Jotin. 2003. Dasar-dasar Rekayasa Transportasi. Erlangga. Jakarta.
  5. Lembaga Pengabdian Kepada Masyarakat ITB Jurusan Teknik Sipil. 1999.
  6. Modul Pelatihan Sistem Transportasi Perkotaan. ITB. Bandung.
  7. Munawar, Ahmad. 2006. Manajemen Lalu Lintas Perkotaan. Beta Offset. Jogjakarta.
  8. Nugroho, D. A. 2008. Analisis Penerapan Belok Kiri Langsung Terhadap
  9. Tundaan Lalu lintas Pada Pendekat Persimpangan Bersinyal, Tesis, Universitas Diponegoro. Semarang.
  10. Peraturan Pemerintah Republik Indonesai Nomor 43 Tahun 1993 Tentang Prasarana dan Lalu Lintas Jalan.
  11. Riduwan. 2011. Dasar-dasar Statistika. Alfabeta,. Bandung. Undang-undang Republik Indonesia Nomor 22 Tahun 2009 Tentang Lalu Lintas
  12. dan Angkutan Jalan.
  13. Badan Pusat Statistik. 2011. Kota Bengkulu Dalam Angka. Badan Pusat Statistik Kota Bengkulu.
  14. Murray R. 1988. Statistik Versi SI (metrik). Erlangga. Jakarta.