BEHAVIORAL MODELS AND CHARACTERISTICS OF BICYCLE-AUTOMOBILE MIXED-TRAFFIC: PLANNING AND ENGINEERING IMPLICATIONS

This report addresses an important need for fundamental understanding of bicycle -automobile mixed-traffic. It presents models of (1) gap acceptance behavior and (2) bicyclist behavior at the onset of a yellow traffic signal indication, in addition to analysis of (3) coordinating traffic signals to provide progression for both bicycles and automobiles. Fundamental insights into mixed-traffic behavior are derived and applied to selected problems in mixed-traffic engineering and operations. Discrete choice (probit) models are developed for both motorist and cyclist gap acceptance behavior. An important fundamental insight from these models is that both cyclists and motorists require a longer gap when the gap is closed by a large vehicle (e.g. bus), and both will accept a shorter gap when the gap is closed by a bicycle, relative to a gap closed by a passenger car. A methodology for determining an adequate clearance interval for bicycles is developed from a deterministic model based on kinematic relations. The bicyclists behavior at the onset of a yellow signal indication are obtained. Finally, a conceptual foundation, consisting of three primary contributions, is developed for analyzing bicycle-automobile mixed-traffic progression along signalized streets.

[1]  H. Mahmassani,et al.  Using gap sequences to estimate gap acceptance functions , 1981 .

[2]  Nathan H. Gartner,et al.  A multi-band approach to arterial traffic signal optimization , 1991 .

[3]  A J Miller,et al.  NINE ESTIMATORS OF GAP-ACCEPTANCE PARAMETERS , 1971 .

[4]  Randy B Machemehl,et al.  DETECTOR CONFIGURATION AND LOCATION AT SIGNALIZED INTERSECTIONS , 1983 .

[5]  Robert Herman,et al.  The Problem of the Amber Signal Light in Traffic Flow , 1960 .

[6]  Louis J. Pignataro,et al.  Traffic Engineering Theory and Practice , 1973 .

[7]  Hani S. Mahmassani,et al.  Analysis of Stated Preferences for Intermodal Bicycle-Transit Interfaces , 1996 .

[8]  Per Solberg,et al.  Lag and Gap Acceptances at Stop-Controlled Intersections: Technical Paper , 1964 .

[9]  Wagner,et al.  AN EVALUATION OF FUNDAMENTAL DRIVER DECISIONS AND REACTIONS AT AN INTERSECTION , 1966 .

[10]  John D. C. Little,et al.  Optimization of Traffic Signal Settings by Mixed-Integer Linear Programming , 1975 .

[11]  Robert H Whitson,et al.  A VARIABLE-SEQUENCE MULTIPHASE PROGRESSION OPTIMIZATION PROGRAM , 1973 .

[12]  M. Baucus Transportation Research Board , 1982 .

[13]  David Mahalel,et al.  THE RELATIONSHIP BETWEEN AN OPTION SPACE AND DRIVERS' INDECISION , 1988 .

[14]  L E Keefer,et al.  Transportation and traffic engineering handbook , 1976 .

[15]  William K. Smith Multiobjective decision analysis with engineering and business applications , 1983 .

[16]  John Forester Effective Cycling: Sixth Edition , 1978 .

[17]  Marcia D. Lowe,et al.  THE BICYCLE: VEHICLE FOR A SMALL PLANET , 1989 .

[18]  Yu-Hsin Liu DAY-TO-DAY DYNAMICS OF COMMUTER BEHAVIOR UNDER REAL-TIME TRAFFIC INFORMATION , 1997 .

[19]  B. Greenshields,et al.  TRAFFIC PERFORMANCE AT URBAN STREET INTERSECTIONS , 1949 .

[20]  R. Ashworth,et al.  Factors Affecting the Variability of Driver Gap-Acceptance Behaviour , 1978 .

[21]  A Wachtel,et al.  SIGNAL CLEARANCE TIMING FOR BICYCLISTS , 1995 .

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

[23]  Yosef Sheffi,et al.  A Model of Driver Behavior at High Speed Signalized Intersections , 1981 .

[24]  Hani S. Mahmassani,et al.  THE TELECOMMUTING ADOPTION PROCESS: CONCEPTUAL FRAMEWORK AND MODEL DEVELOPMENT. , 1994 .

[25]  Futian Ren,et al.  OPERATIONAL ANALYSIS OF BICYCLE INTERCHANGES IN BEIJING, CHINA , 1993 .