ANALYSIS OF TIME HEADWAYS ON URBAN ROADS

Abstract

The headway between vehicles in a traffic system is of fundamental importance in traffic engineering applications. Prior research in this subject has focused on modeling theoretical distributions for low and medium traffic flow conditions. However, little research has studied congested traffic conditions--that is, the high traffic flow state. In the same context, there appears to be a lack of clear-cut boundaries for the 3 flow states (low, medium, and high). This study attempts to determine such boundaries on the basis of traffic conditions observed at the study sites. Although observed headways at arterial sites follow a gamma distribution, distributions that fit freeway headways differ according to the traffic flow state. The Erlang distribution provided a good fit to the observed headways at sites with high traffic flows.