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First published January 1999

Relationship to Safety of Geometric Design Consistency Measures for Rural Two-Lane Highways

Abstract

The relationship of safety to five candidate measures of geometric design consistency for rural two-lane highway alignments was examined. The measures that were evaluated included: (a) speed reduction on a horizontal curve relative to the preceding tangent or curve, (b) average radius, (c) ratio of maximum radius to minimum radius, (d) average rate of vertical curvature, and (e) ratio of individual curve radius to average radius. All of these measures were found to have statistically significant relationships to accident frequency in the direction expected and are recommended as candidate measures for assessment of geometric design consistency. The relationships between design consistency measures and accident frequency were developed using Poisson, negative binomial, and lognormal regression analysis.

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References

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Article first published: January 1999
Issue published: January 1999

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© 1999 National Academy of Sciences.
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Authors

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Ingrid B. Anderson
Midwest Research Institute, 425 Volker Blvd., Kansas City, MO 64110
Karin M. Bauer
Midwest Research Institute, 425 Volker Blvd., Kansas City, MO 64110
Douglas W. Harwood
Midwest Research Institute, 425 Volker Blvd., Kansas City, MO 64110
Kay Fitzpatrick
Texas Transportation Institute, Texas A&M University, College Station, TX 77843

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