PEMETAAN KARAKTERISTIK ARUS LALU LINTAS DENGAN METODE GREENBERG PADA RUAS JALAN KOTA MALANG

Authors

  • Fauzi Aldiansyah Aldiansyah Universitas Pembangunan Nasional Veteran Jawa Timur
  • Hendrata Wibisana Universitas Pembangunan Nasional Veteran Jawa Timur

DOI:

https://doi.org/10.36341/racic.v9i2.4226

Keywords:

Traffic Flow Charateristics, Greenberg, Geographic Information System

Abstract

The volume of traffic on Jaksa Agung Suprapto Road is quite high and is expected to continue increasing with the growing population. Therefore, an analysis of traffic flow characteristics is necessary. In this study, a mathematical model approach using the Greenberg method was employed. The research and analysis on Jaksa Agung Suprapto Road yielded results using the Greenberg method, with the highest R2 value occurring on Fridays, specifically in segment 7, at 0.89. The variable values obtained for this segment include the Maximum Volume (Vm) at 5523.05 pcu/hour, Free Flow Speed (Uf) at 73.01 km/h, Maximum Speed (Um) at 9.98 km/h, and Saturation Density (Dj) at 1504.53 pcu/km. The application of Geographic Information System (GIS) in this research involved using the research results as attribute data in thematic maps depicting traffic characteristics.

Downloads

Download data is not yet available.

References

S. Sukirman, Dasar-dasar Perencanaan Geometrik Jalan. Bandung: Nova, 1994.

A. S. Lubis, Z. A. Muis, and T. Nasution, ‘Pemodelan Hubungan Parameter Karakteristik Lalu Lintas pada Jalan Tol Belmera’, Jurnal Ilmu dan Terapan Bidang Teknik Sipil, vol. 22, no. 2, pp. 151–160, Dec. 2016.

S. Aronoff, ‘Geographic information systems: a management perspective’, Geocarto Int, vol. 4, no. 4, p. 58, 1989.

E. N. Julianto, ‘HUBUNGAN ANTARA KECEPATAN, VOLUME DAN KEPADATAN LALU LINTAS RUAS JALAN SILIWANGI SEMARANG’, Jurnal Teknik Sipil & Perencanaan, vol. 12, no. 2, pp. 151–160, Jul. 2010.

W. R. McShane and R. P. Roess, Traffic engineering. 1990.

Downloads

Published

2024-12-26

Issue

Vol. 9 No. 2 (2024): DESEMBER

Section

Articles

License

1. Copyright of all journal manuscripts is held by the RACIC : Rab Construction Research

2. Formal legal provisions to access digital articles of electronic journal are subject to the provision of the Creative Commons Attribution-ShareAlike license (CC BY-NC-SA), which means that RACIC : Rab Construction Research is rightful to keep, transfer media/format, manage in the form of databases, maintain, and publish articles.

3. Published manuscripts both printed and electronic are open access for educational, research, and library purposes. Additionally, the editorial board is not responsible for any violations of copyright law.

Hasil gambar untuk by-nc-sa licensed under a Creative Commons Attribution-ShareAlike 4.0 International License.