Traffic Assignment in Practice: Overview and Guidelines for Users

This paper presents an overview of the elements of traffic assignment and a synthesis of the problems that may be encountered in applying traffic-assignment models in practice. The elements include preparing the transportation network, establishing the origin-destination (OD) demands, identifying a traffic-assignment technique, calibrating and validating a model, and forecasting. The practical problems of traffic assignment are classified into four categories: network-representation problems, system-subarea data-translation problems, model-calibration problems, and forecasting problems. The paper presents the state of the art in traffic-assignment elements and provides specific guidelines on their implementation in practice and on the resolution of the identified problems. This paper is one of a series being produced by the Urban Transportation Division (UTD) Transportation Planning Committee of ASCE.

[1]  Evangelos C. Matsoukis,et al.  Part II: Equilibrium Methods , 1986 .

[2]  Mark S. Daskin,et al.  NETWORK DESIGN APPLICATION OF AN EXTRACTION ALGORITHM FOR NETWORK AGGREGATION. , 1983 .

[3]  J N Bajpai,et al.  FORECASTING THE BASIC INPUTS TO TRANSPORTATION PLANNING AT THE ZONAL LEVEL , 1990 .

[4]  Tschangho John Kim,et al.  A HIGHWAY CAPACITY FUNCTION IN KOREA: MEASUREMENT AND CALIBRATION , 1990 .

[5]  D R Samdahl,et al.  Highway traffic data for urbanized area project planning and design , 1982 .

[6]  B G Hutchinson,et al.  Principles of urban transport systems planning , 1974 .

[7]  D K Witheford,et al.  COMPARATIVE ANALYSIS OF TRAFFIC ASSIGNMENT TECHNIQUES WITH ACTUAL HIGHWAY USE , 1968 .

[8]  Adolf D May,et al.  EVALUATION OF TRAFFIC MANAGEMENT STRATEGIES IN CENTRAL BUSINESS DISTRICTS , 1981 .

[9]  Carlos F. Daganzo,et al.  NETWORK REPRESENTATION, CONTINUUM APPROXIMATIONS AND A SOLUTION TO THE SPATIAL AGGREGATION PROBLEM OF TRAFFIC ASSIGNMENT , 1980 .

[10]  Evangelos C. Matsoukis,et al.  ROAD TRAFFIC ASSIGNMENT, A REVIEW: I, NON-EQUILIBRIUM METHODS , 1986 .

[11]  Ronald F. Kirby,et al.  The minimum route problem for networks with turn penalties and prohibitions , 1969 .

[12]  Said M. Easa,et al.  Assessing Traffic and Emergency Benefits of Railroad Grade Separations , 1987 .

[13]  Yupo Chan,et al.  A method to simplify network representation in transportation planning , 1976 .

[14]  Alan J Horowitz SUBAREA FOCUSING WITH COMBINED MODELS OF SPATIAL INTERACTION AND EQUILIBRIUM ASSIGNMENT , 1990 .

[15]  William R. McShane,et al.  A review of pedestrian safety models for urban areas in Low and Middle Income Countries , 2016 .

[16]  Nathan H. Gartner,et al.  Optimal Traffic Assignment with Elastic Demands: A Review Part I. Analysis Framework , 1980 .

[17]  Adib Kanafani,et al.  Transportation Demand Analysis , 1983 .

[18]  Edsger W. Dijkstra,et al.  A note on two problems in connexion with graphs , 1959, Numerische Mathematik.

[19]  Larry J. LeBlanc,et al.  AN EFFICIENT APPROACH TO SOLVING THE ROAD NETWORK EQUILIBRIUM TRAFFIC ASSIGNMENT PROBLEM. IN: THE AUTOMOBILE , 1975 .

[20]  Adolf D. May,et al.  Traffic Flow Fundamentals , 1989 .

[21]  Said M. Easa,et al.  Shortest route algorithm with movement prohibitions , 1985 .

[22]  Michael Florian,et al.  VALIDATION AND APPLICATION OF AN EQUILIBRIUM-BASED TWO-MODE URBAN TRANSPORTATION PLANNING METHOD (EMME) , 1979 .

[23]  Edward K. Morlok,et al.  Introduction to Transportation Engineering and Planning , 1978 .

[24]  Warren B. Powell,et al.  A COMPARISON OF STOCHASTIC AND DETERMINISTIC TRAFFIC ASSIGNMENT OVER CONGESTED NETWORKS , 1981 .

[25]  Robert B. Dial,et al.  A PROBABILISTIC MULTIPATH TRAFFIC ASSIGNMENT MODEL WHICH OBVIATES PATH ENUMERATION. IN: THE AUTOMOBILE , 1971 .

[26]  Michael Florian,et al.  An Application and Validation of Equilibrium Trip Assignment Methods , 1976 .

[27]  G Wickstrom,et al.  QUICK-RESPONSE URBAN TRAVEL ESTIMATION TECHNIQUES AND TRANSFERABLE PARAMETERS. USER'S GUIDE , 1978 .

[28]  P. Bovy,et al.  Network Aggregation Effects upon Equilibrium Assignment Outcomes: An Empirical Investigation , 1983 .

[29]  Bruce N. Janson,et al.  VALIDATION AND USE OF EQUILIBRIUM NETWORK ASSIGNMENT FOR URBAN HIGHWAY RECONSTRUCTION PLANNING , 1986 .

[30]  Sam Yagar CORQ-a model for predicting flows and queues in a road corridor , 1975 .

[31]  R W Eash,et al.  EQUILIBRIUM TRAFFIC ASSIGNMENT ON AN AGGREGATED HIGHWAY NETWORK FOR SKETCH PLANNING , 1983 .

[32]  Judson S Matthias,et al.  A TRAFFIC ASSIGNMENT PLANNING MODEL: THE LOAD-NODE CONCEPT , 1974 .

[33]  Said M. Easa SELECTING TWO-REGIME TRAFFIC-FLOW MODELS , 1982 .

[34]  C. Daganzo On the traffic assignment problem with flow dependent costs—II , 1977 .

[35]  Thomas L. Magnanti,et al.  A Combined Trip Generation, Trip Distribution, Modal Split, and Trip Assignment Model , 1988, Transp. Sci..

[36]  David Branston,et al.  LINK CAPACITY FUNCTIONS: A REVIEW , 1976 .

[37]  Alan J Horowitz CONVERGENCE PROPERTIES OF SOME ITERATIVE TRAFFIC ASSIGNMENT ALGORITHMS , 1989 .

[38]  T F Humphrey,et al.  A TOOLBOX FOR ALLEVIATING TRAFFIC CONGESTION , 1989 .

[39]  Carlos F. Daganzo,et al.  On Stochastic Models of Traffic Assignment , 1977 .

[40]  Nathan H. Gartner,et al.  Optimal traffic assignment with elastic demands: A Review , 1980 .