Assessment of impact of dynamic route guidance through variable message signs

Integration of Intelligent Transportation Systems (ITS) technologies with traffic surveillance has the potential of reducing the delays and costs incurred due to non-recurrent congestion through the dissemination of dynamic route guidance to drivers. Variable Message Signs (VMS), installed on freeways, are used for incident management and provide information about the incidents and diversion routes. VMS can prove to be a significant tool used by the Traffic Management Center (TMC) to improve the efficiency of the network by providing dynamic route guidance. Dynamic Traffic Assignment (DTA) tools can be used to generate predictive guidance, and the TMC can disseminate it through VMS to the drivers. However, on-line evaluation of such systems is very costly and there is a need to simulate the real traffic conditions to evaluate the DTA tools before their implementation in the field. The current state of the art is to provide measured travel time information to drivers. The objective of this study will be to evaluate the network performance with the dissemination of predictive route guidance in case of severe incidents through the Variable Message Signs. Evaluation is done by developing a tool using the 'closed loop' integration between MITSIMLab, a microscopic traffic simulator as a proxy for the real traffic conditions, and DynaMIT, a DTA tool that is capable of generating predictive and consistent guidance. Using Genetic Algorithms with the 'closed loop' setup, a methodology is developed to identify VMS locations that result in the best consistent guidance to drivers. A case study is presented showing the benefits of using VMS by simulating incidents of major severity in Lower Westchester County, NY. Application of optimal location methodology and associated advantages in solving the problem is demonstrated with the help of a case study on a synthetic network. Results illustrate the potential and significant benefits obtained through Variable Message Signs. Using the optimal location methodology can improve these benefits even further. Thesis Supervisor: Moshe E. Ben-Akiva Title: Edmund K. Turner Professor of Civil and Environmental Engineering

[1]  Jorge Ramos,et al.  Driver response to variable message signs-based traffic information , 2006 .

[2]  Noboru Harata,et al.  A SP Model for Route Choice Behavior in Response to Travel Time Information with Marginal Errors. Volume 1: Travel Behavior , 1996 .

[3]  Hong Huo,et al.  Effectiveness of Variable Message Signs , 2003 .

[4]  D McArthur THE PARAMICS-CM (PARALLEL MICROSCOPIC TRAFFIC SIMULATOR FOR CONGESTION MANAGEMENT) BEHAVIOURAL MODEL , 1995 .

[5]  Eiji Hato,et al.  Influence of Traffic Information on Drivers’ Route Choice. Volume 1: Travel Behavior , 1996 .

[6]  Moshe Ben-Akiva,et al.  Discrete Choice Analysis: Theory and Application to Travel Demand , 1985 .

[7]  Haris N. Koutsopoulos,et al.  Simulation-Based Evaluation of Advanced Traveler Information Systems , 2005 .

[8]  Michel Gendreau,et al.  Transportation and Network Analysis: Current Trends , 2002 .

[9]  Karl E Wunderlich,et al.  On-time reliability impacts of advanced traveler information services (ATIS) : Washington, DC case study , 2001 .

[10]  Moshe E. Ben-Akiva,et al.  Alternative Approaches for Real-Time Estimation and Prediction of Time-Dependent Origin-Destination Flows , 2000, Transp. Sci..

[11]  Jorge Ramos,et al.  Content of Variable Message Signs and On-Line Driver Behavior , 2000 .

[12]  Haris N. Koutsopoulos,et al.  Simulation-Based Evaluation of Dynamit's Route Guidance and Its Impact on Network Travel Times , 2004 .

[13]  Y Iida,et al.  EMPIRICAL ANALYSIS ON TRAVEL INFORMATION AND ROUTE CHOICE BEHAVIOR , 1994 .

[14]  Akhilendra Singh Chauhan Development and evaluation of diversion strategies under incident response using dynamic traffic assignment system , 2003 .

[15]  Yonnel Gardes,et al.  Simulation of IVHS on the Santa Monica Freeway Corridor Using the INTEGRATION Model. Phase 2: Preliminary ATIS and ATMS Experiments , 1993 .

[16]  Ramachandran Balakrishna,et al.  Calibration of the demand simulator in a dynamic traffic assignment system , 2002 .

[17]  Peter Bonsall,et al.  Driver response to variable message signs: a stated preference investigation , 1997 .

[18]  Srinivasan Sundaram,et al.  Development of a dynamic traffic assignment system for short-term planning applications , 2002 .

[19]  Kenneth Alan De Jong,et al.  An analysis of the behavior of a class of genetic adaptive systems. , 1975 .

[20]  Nick Hounsell,et al.  Driver response to variable message sign information in London , 2002 .

[21]  Adib Kanafani,et al.  Modeling the benefits of advanced traveler information systems in corridors with incidents , 1993 .

[22]  Kalidas Ashok,et al.  DYNAMIC ORIGIN-DESTINATION MATRIX ESTIMATION AND PREDICTION FOR REAL- TIME TRAFFIC MANAGEMENT SYSTEMS , 1993 .

[23]  Haris N. Koutsopoulos,et al.  Simulation Laboratory for Evaluating Dynamic Traffic Management Systems , 1997 .

[24]  Susan E. Carlson,et al.  Annealing a genetic algorithm over constraints , 1998, SMC'98 Conference Proceedings. 1998 IEEE International Conference on Systems, Man, and Cybernetics (Cat. No.98CH36218).

[25]  Fadil Pedic,et al.  A LITERATURE REVIEW : THE CONTENT CHARACTERISTICS OF EFFECTIVE VMS , 1999 .

[26]  Hani S. Mahmassani,et al.  Finding Near-Optimal Locations for Variable Message Signs for Real-Time Network Traffic Management , 2003 .

[27]  Moshe Ben-Akiva,et al.  Online deployment of dynamic traffic assignment: architecture and run-time management , 2006 .

[28]  Melanie Mitchell,et al.  An introduction to genetic algorithms , 1996 .

[29]  Hani S. Mahmassani,et al.  DETERMINING OPTIMAL LOCATIONS FOR VARIABLE MESSAGE SIGNS UNDER STOCHASTIC INCIDENT SCENARIOS , 2001 .

[30]  Michel Bierlaire,et al.  DEMAND SIMULATION FOR DYNAMIC TRAFFIC ASSIGNMENT , 1997 .