International transferability of accident modification functions for horizontal curves.

Studies of the relationship between characteristics of horizontal curves and accident rate have been reported in several countries. The characteristic most often studied is the radius of a horizontal curve. Functions describing the relationship between the radius of horizontal curves and accident rate have been developed in Australia, Canada, Denmark, Germany, Great Britain, New Zealand, Norway, Portugal, Sweden, and the United States. Other characteristics of horizontal curves that have been studied include deflection angle, curve length, the presence of transition curves, super-elevation in curves and distance to adjacent curves. This paper assesses the international transferability of mathematical functions (accident modification functions) that have been developed to relate the radius of horizontal curves to their accident rate. The main research problem is whether these functions are similar, which enhances international transferability, or dissimilar, which reduces international transferability. Accident modification functions for horizontal curve radius developed in the countries listed above are synthesised. The sensitivity of the functions to other characteristics of curves than radius is examined. Accident modification functions developed in different countries have important similarities. The functions diverge with respect to accident rate in the sharpest curves.

[1]  Chris Jurewicz,et al.  Effect of clear zone widths on run-off-road crash outcomes , 2010 .

[2]  Joao Lourenco Cardoso,et al.  Safety Assessment for Design and Redesign of Horizontal Curves , 2005 .

[3]  Charles Zegeer,et al.  Modeling the impact of spatial relationships on horizontal curve safety. , 2012, Accident; analysis and prevention.

[4]  Ruediger Lamm,et al.  Highway Design and Traffic Safety Engineering Handbook , 1999 .

[5]  J. W. Barnes,et al.  Relation between road environment and curve accidents , 1988 .

[6]  Karin M Bauer,et al.  Safety Effects of Horizontal Curve and Grade Combinations on Rural Two-Lane Highways , 2013 .

[7]  C Zegeer,et al.  SAFETY EFFECTS OF GEOMETRIC IMPROVEMENTS ON HORIZONTAL CURVES , 1991 .

[8]  David A Noyce,et al.  Safety Evaluation of Horizontal Curves on Rural Undivided Roads , 2013 .

[9]  Ezra Hauer,et al.  Safety and the Choice of Degree of Curve , 1999 .

[10]  Rune Elvik,et al.  The range of replications technique for assessing the external validity of road safety evaluation studies. , 2012, Accident; analysis and prevention.

[11]  S. Cafiso,et al.  How to Make Two-Lane Rural Roads Safer: Scientific Background and Guide for Practical Application , 2006 .

[12]  Rune Elvik,et al.  Introductory Guide to Systematic Reviews and Meta-Analysis , 2005 .

[13]  Joao Lourenco Cardoso Accident rates and speed consistency on horizontal curves in single carriageway rural roads , 1997 .

[14]  Karin M Bauer,et al.  Safety Effects of Horizontal Curve and Grade , 2013 .

[15]  Ulf Brüde,et al.  Trafikolyckors samband med linjeföring - för olika belagd bredd, hastighetsgräns, årstid, ljusförhållanden och region , 1980 .

[16]  Craig Lyon,et al.  Guidelines for Identification of Hazardous Highway Curves , 2000 .

[17]  Rune Elvik,et al.  The Handbook of Road Safety Measures , 2009 .