Free flow speed estimation : A probabilistic, latent approach. Impact of speed limit changes and road characteristics

Abstract The estimation of the free flow speed (FFS) distribution is important for capacity analysis, determination of the level-of-service, and setting speed limits. Subjective time headway thresholds have been commonly used to identify vehicles travelling under free flow speed conditions i.e., vehicles whose speeds are not influenced by the vehicle in front. Since, the headway a driver operates under the free flow state is subjective and varies from driver to driver, such approaches can introduce biases in the FFS estimation. Therefore, in this paper a parametric probabilistic latent approach is proposed based on discrete choice utility theory to estimate the FFS distribution on urban roads and simultaneously the probability that drivers perceive their state as constrained by the vehicle in front. This methodology is used to estimate the impacts of road characteristics and Posted Speed Limit (PSL) changes on the FFS distribution using an extensive dataset of speed observations from urban roads with varying characteristics. The results show that the simultaneous estimation of the free flow speed distribution and the state the driver is in (e.g., free or constrained) is feasible. The analysis indicates that the FFS is influenced by several road characteristics such as land use, on-street parking and the presence of sidewalks. The PSL change impacts not only the distribution of the free flow vehicles but also the speed distribution of the constrained vehicles. The constrained probabilities vary depending on the PSL change with higher probabilities for lower speed limits.

[1]  Fred L. Mannering,et al.  An empirical analysis of driver perceptions of the relationship between speed limits and safety , 2009 .

[2]  R. Sivanandan,et al.  Influence of Lane and Vehicle Subclass on Free-flow Speeds for Urban Roads in Heterogeneous Traffic , 2015 .

[3]  Richard Cowan,et al.  Useful headway models , 1975 .

[4]  Haneen Farah,et al.  Latent class model for car following behavior , 2012 .

[5]  Arne Carlsson,et al.  DEVELOPMENT OF SPEED-FLOW RELATIONSHIPS FOR INDONESIAN RURAL ROADS USING EMPIRICAL DATA AND SIMULATION , 1995 .

[6]  David Branston,et al.  A Method of Estimating the Free Speed Distribution for a Road , 1979 .

[7]  Joseph Fazio,et al.  Estimating Free-flow Speed from Posted Speed Limit Signs , 2011 .

[8]  Nakayama,et al.  Dynamical model of traffic congestion and numerical simulation. , 1995, Physical review. E, Statistical physics, plasmas, fluids, and related interdisciplinary topics.

[9]  Karin Brundell-Freij,et al.  Influence of street characteristics, driver category and car performance on urban driving patterns , 2005 .

[10]  Katja Vogel WHAT CHARACTERIZES A "FREE VEHICLE" IN AN URBAN AREA? , 2002 .

[11]  John T Harvey,et al.  Impact of Pavement Roughness on Vehicle Free-Flow Speed , 2013 .

[12]  Tomer Toledo,et al.  Passing Behavior on Two-Lane Highways , 2010 .

[13]  Wayne A Sarasua,et al.  Posted and Free-Flow Speeds for Rural Multilane Highways in Georgia , 1999 .

[14]  Eva Ericsson,et al.  Variability in urban driving patterns , 2000 .

[15]  Frank C. Leeming,et al.  Headway on urban streets: observational data and an intervention to decrease tailgating , 2000 .

[16]  Samuel Kotz,et al.  Exact Distribution of the Max/Min of Two Gaussian Random Variables , 2008, IEEE Transactions on Very Large Scale Integration (VLSI) Systems.

[17]  Rune Elvik,et al.  A restatement of the case for speed limits , 2010 .

[18]  D. Branston Models of Single Lane Time Headway Distributions , 1976 .

[19]  Eric T. Donnell,et al.  Posted speed limit: To include or not to include in operating speed models , 2013 .

[20]  Xiaoliang Ma,et al.  Analysis of vehicle-bicycle interactions at unsignalized crossings: A probabilistic approach and application. , 2016, Accident; analysis and prevention.

[21]  Yi Zhang,et al.  A Markov Model for Headway/Spacing Distribution of Road Traffic , 2010, IEEE Transactions on Intelligent Transportation Systems.

[22]  D. Buckley A Semi-Poisson Model of Traffic Flow , 1968 .

[23]  Mike McDonald,et al.  Determinants of following headway in congested traffic , 2009 .

[24]  Ary Pezo Silvano,et al.  Impact of Speed Limits and Road Characteristics on Free-Flow Speed in Urban Areas , 2016 .