This work uses regression models to analyze two characteristics of recurrent congestion: breakdown, the transition from freely flowing conditions to a congested state, and duration, the time between the onset and clearance of recurrent congestion. First, we apply a binary logistic regression model where a continuous measurement for traffic flow and a dichotomous categorical variable for time-of-day (AM- or PM-rush hours) is used to predict the probability of breakdown. Second, we apply an ordinary least squares regression model where categorical variables for time-of-day (AM- or PM-rush hours) and day-of-the-week (Monday–Thursday or Friday) are used to predict recurrent congestion duration. Models are fitted to data collected from a bottlen...
Compared to deterministic approaches, probabilistic models of travel time are useful for project eva...
Introduction This study provides a systematic approach to investigate the different characteristics ...
Congestion begins when an excess of vehicles on a segment of roadway at a given time, resulting in s...
This study develops a probabilistic framework that evaluates the dynamic evolution of recurring traf...
© National Academy of Sciences: Transportation Research Board 2018. This study develops a probabilis...
This paper analyzes traffic bottleneck congestion when drivers randomly cause incidents that tempora...
In this paper, a new practice-ready method for the real-time estimation of traffic conditions and tr...
792751637PDFTech ReportVCTIR 12-R11Traffic congestionTraffic flowMathematical modelsTransportation p...
Day-to-day travel time variability plays a significant role in travel time reliability. Nowadays, tr...
This paper examines the problems of peak period traffic congestion and the analysis of alternative c...
The purpose of this research is to provide a faster and more efficient method to determine traffic d...
PDFTech ReportForecastingFreewaysAccidentsNonrecurrent congestionComputer modelsMetropolitan areasDe...
Dealing with heavy traffic congestion during peak periods has become a common challenge in urban are...
The topic of Travel Time Variability (TTV) is receiving increasing attention in a number of countrie...
Traffic congestion is not foreign to major metropolitan areas. Congestion in large cities often is a...
Compared to deterministic approaches, probabilistic models of travel time are useful for project eva...
Introduction This study provides a systematic approach to investigate the different characteristics ...
Congestion begins when an excess of vehicles on a segment of roadway at a given time, resulting in s...
This study develops a probabilistic framework that evaluates the dynamic evolution of recurring traf...
© National Academy of Sciences: Transportation Research Board 2018. This study develops a probabilis...
This paper analyzes traffic bottleneck congestion when drivers randomly cause incidents that tempora...
In this paper, a new practice-ready method for the real-time estimation of traffic conditions and tr...
792751637PDFTech ReportVCTIR 12-R11Traffic congestionTraffic flowMathematical modelsTransportation p...
Day-to-day travel time variability plays a significant role in travel time reliability. Nowadays, tr...
This paper examines the problems of peak period traffic congestion and the analysis of alternative c...
The purpose of this research is to provide a faster and more efficient method to determine traffic d...
PDFTech ReportForecastingFreewaysAccidentsNonrecurrent congestionComputer modelsMetropolitan areasDe...
Dealing with heavy traffic congestion during peak periods has become a common challenge in urban are...
The topic of Travel Time Variability (TTV) is receiving increasing attention in a number of countrie...
Traffic congestion is not foreign to major metropolitan areas. Congestion in large cities often is a...
Compared to deterministic approaches, probabilistic models of travel time are useful for project eva...
Introduction This study provides a systematic approach to investigate the different characteristics ...
Congestion begins when an excess of vehicles on a segment of roadway at a given time, resulting in s...