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Operational Considerations of Passing Zones for Two-lane Highways: Spanish Case Study

Authors :
Ana Tsui Moreno
Carlos Llorca
Scott S. Washburn
Jose Elievam Jr. Bessa
Alfredo Garcia
Source :
Promet (Zagreb), Vol 30, Iss 5, Pp 601-612 (2018)
Publication Year :
2018
Publisher :
University of Zagreb, Faculty of Transport and Traffic Sciences, 2018.

Abstract

The U.S. Highway Capacity Manual (HCM 2010) methodology is used in Spain to evaluate traffic operation and quality of service. In two-lane undivided highways, the effect of limiting where drivers could pass slower vehicles, or passing restrictions, is considered through the percentage of no-passing zones. This measure does not account for how passing opportunities are distributed along the road. The objective of this research was to evaluate the effect percentage of no-passing zones and average passing zone length on a two-lane highway and, if significant, incorporate them in the analysis methodology,. The TWOPAS microsimulation program was calibrated and validated to the Spanish conditions. Passing restrictions had little effect on average traffic speed (ATS), with differences lower than 6 km/h between a road segment with no passing restrictions and a road segment with a passing restriction on 100% of its length. Conversely, passing restrictions can increase the percent time spent following (PTSF) up to 30%. Increasing the passing zone length beyond 2,000 m does not improve PTSF. The new models could be used to better estimate traffic operation on Spanish two-lane highways.

Details

Language :
English
ISSN :
03535320 and 18484069
Volume :
30
Issue :
5
Database :
Directory of Open Access Journals
Journal :
Promet (Zagreb)
Publication Type :
Academic Journal
Accession number :
edsdoj.ff0b3adb65e4e079b0ddbb9aca1371c
Document Type :
article
Full Text :
https://doi.org/10.7307/ptt.v30i5.2776