This paper presents a methodology for estimation of average travel time on signalized urban networks by integrating cumulative plots and probe data. This integration aims to reduce the relative deviations in the cumulative plots due to midlink sources and sinks. During undersaturated traffic conditions, the concept of a virtual probe is introduced, and therefore, accurate travel time can be obtained when a real probe is unavailable. For oversaturated traffic conditions, only one probe per travel time estimation interval-360 s or 3% of vehicles traversing the link as a probe-has the potential to provide accurate travel time.
ASJC Scopus subject areas
- Civil and Structural Engineering
- Mechanical Engineering