Using Naturalistic Field Operational Test Data to Identify Horizontal Curves

Investigations to identify relationships between crashes and road features usually deal with effects of only one or two of the main components of traffic safety, i.e., human, vehicle, and infrastructure performance. There are several contributing factors of the components that together lead to a crash. This study devises an approach to include information from all three components in a system using field operational test (FOT) data. FOT data are recorded from real-life driving that is different from traffic simulations and specific on-site data collection. The study focuses on identifying horizontal curves using FOT and provides access to vehicle and human response data at the exact time when the vehicle drove in a specific location. A method has been developed to derive path radius and to identify start-end points of horizontal curves using FOT data. With this information, vehicle response signals and human behavior data can then be arranged on a common axis referenced to the curve. The approach also identifies lane changing maneuvers on curves that can be used to evaluate potential crash triggers. The application of this method allows for reviewing changes in the regulatory speed limit, curve geometry, or crash history and thus evaluates the design of curves and choosing appropriate countermeasures.

[1]  Jacques Droulez,et al.  Role of Lateral Acceleration in Curve Driving: Driver Model and Experiments on a Real Vehicle and a Driving Simulator , 2001, Hum. Factors.

[2]  Thomas A. Dingus,et al.  The 100-Car Naturalistic Driving Study Phase II – Results of the 100-Car Field Experiment , 2006 .

[3]  Yasser Hassan,et al.  GPS–GIS‐Based Procedure for Tracking Vehicle Path on Horizontal Alignments , 2006, Comput. Aided Civ. Infrastructure Eng..

[4]  Paul J Carlson,et al.  HORIZONTAL CURVE SIGNING HANDBOOK , 2007 .

[5]  C J Messer,et al.  HORIZONTAL ALIGNMENT DESIGN CONSISTENCY FOR RURAL TWO-LANE HIGHWAYS. FINAL REPORT , 1995 .

[6]  Erik Hollnagel,et al.  Barriers And Accident Prevention , 2004 .

[7]  Thomas A. Dingus,et al.  An overview of the 100-car naturalistic study and findings , 2005 .

[8]  Robert Thomson,et al.  Are driving and overtaking on right curves more dangerous than on left curves? , 2010, Annals of advances in automotive medicine. Association for the Advancement of Automotive Medicine. Annual Scientific Conference.

[9]  Paul J Carlson,et al.  Comparison of Radius-Estimating Techniques for Horizontal Curves , 2005 .

[10]  EuroRAP From Arctic to Mediterranean - First Pan-European Progress Report - EuroRAP , 2005 .

[11]  John C Glennon,et al.  HIGHWAY CURVE DESIGN FOR SAFE VEHICLE OPERATIONS , 1972 .

[12]  R Steyer,et al.  TRAFFIC SAFETY ON TWO-LANE RURAL ROADS - NEW CONCEPTS AND FINDINGS , 2000 .

[13]  Robert Thomson,et al.  Identifying critical road geometry parameters affecting crash rate and crash type. , 2009, Annals of advances in automotive medicine. Association for the Advancement of Automotive Medicine. Annual Scientific Conference.

[14]  Said M. Easa,et al.  PREDICTION OF OPERATING SPEED ON THREE-DIMENSIONAL HIGHWAY ALIGNMENTS , 2001 .

[15]  Jonas Sjöberg,et al.  Sensor Fusion for Vehicle Positioning in Intersection Active Safety Applications , 2006 .

[16]  Gerald N. Steuart,et al.  Vehicle Lateral Placements on Urban Roads , 1982 .

[17]  Trent Victor,et al.  Sweden-Michigan Naturalistic Field Operational Test (SeMiFOT), Phase 1: WP5 Evaluation of Methodology. Final Report , 2010 .

[18]  Eric T. Donnell,et al.  Speed Concepts: Informational Guide , 2009 .

[19]  J Esper S Andin AGGREGATING CASE STUDIES OF VEHICLE CRASHES BY MEANS OF CAUSATION CHARTS , 2008 .

[20]  J A Bonneson SUPERELEVATION DISTRIBUTION METHODS AND TRANSITION DESIGNS , 2000 .

[21]  R A Krammes,et al.  TANGENT LENGTH AND SIGHT DISTANCE EFFECTS ON ACCIDENT RATES AT HORIZONTAL CURVES ON RURAL TWO-LANE HIGHWAYS , 1995 .