Publications
Change search
CiteExportLink to record
Permanent link

Direct link
Cite
Citation style
  • apa
  • ieee
  • modern-language-association-8th-edition
  • vancouver
  • Other style
More styles
Language
  • de-DE
  • en-GB
  • en-US
  • fi-FI
  • nn-NO
  • nn-NB
  • sv-SE
  • Other locale
More languages
Output format
  • html
  • text
  • asciidoc
  • rtf
Effects of desired speeds for queuing and delay on single-lane road segments
Transportanalys.
Swedish National Road and Transport Research Institute, Society, environment and transport, Traffic analysis and logistics.
Swedish National Road and Transport Research Institute, Infrastructure, Infrastructure maintenance.ORCID iD: 0000-0002-5306-2753
Swedish National Road and Transport Research Institute, Society, environment and transport, Traffic analysis and logistics. Linköpings Universitet.ORCID iD: 0000-0002-0336-6943
Show others and affiliations
2015 (English)In: Transportmetrica A: Transport Science, ISSN 2324-9935, Vol. 11, no 8, 716-728 p.Article in journal (Refereed) Published
Abstract [en]

To improve road safety on parts of the road network carrying low traffic volumes, road designs are proposed including single-lane road segments and periodic overtaking lanes. These roads have been proven to contribute to substantial benefits in terms of road safety. However, overtaking of slower vehicles is only possible on segments including an overtaking lane and not on the single-lane road segments. Driver and vehicle heterogeneity resulting in differences in desired speeds are consequently decisive for the traffic performance. Sufficient quality of service is relying on an appropriate design and distribution of single-lane segments and overtaking lanes. In this paper, we study the effect of the desired speed distribution on traffic performance on single-lane road segments. Expressions are derived for the travel time, delay and percent time spent following. The derived expressions link the desired speed distribution, the single-lane segment length and the traffic flow to the resulting traffic performance. The results are verified through comparison with measures based on microscopic traffic simulation. The conclusion is that there is a good agreement between derived measures and simulation results. The derived measures should therefore not only be of theoretical interest, but also of practical use to estimate traffic performance on single-lane road segments.

Place, publisher, year, edition, pages
Taylor & Francis, 2015. Vol. 11, no 8, 716-728 p.
Keyword [en]
Speed, Level of service, Journey time, Delay, Traffic lane, Simulation, One, Traffic lane
National Category
Transport Systems and Logistics
Research subject
20 Road: Traffic engineering, 25 Road: Traffic theory
Identifiers
URN: urn:nbn:se:vti:diva-7955DOI: 10.1080/23249935.2015.1066462Scopus ID: 2-s2.0-84937791572OAI: oai:DiVA.org:vti-7955DiVA: diva2:848414
Funder
TrenOp, Transport Research Environment with Novel Perspectives, 50718
Available from: 2015-08-25 Created: 2015-08-25 Last updated: 2016-02-25Bibliographically approved

Open Access in DiVA

No full text

Other links

Publisher's full textScopus

Search in DiVA

By author/editor
Carlsson, ArneEriksson, OlleOlstam, JohanTapani, Andreas
By organisation
Traffic analysis and logisticsInfrastructure maintenance
In the same journal
Transportmetrica A: Transport Science
Transport Systems and Logistics

Search outside of DiVA

GoogleGoogle Scholar

Altmetric score

Total: 39 hits
CiteExportLink to record
Permanent link

Direct link
Cite
Citation style
  • apa
  • ieee
  • modern-language-association-8th-edition
  • vancouver
  • Other style
More styles
Language
  • de-DE
  • en-GB
  • en-US
  • fi-FI
  • nn-NO
  • nn-NB
  • sv-SE
  • Other locale
More languages
Output format
  • html
  • text
  • asciidoc
  • rtf