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First published January 2005

Speed Factors on Two-Lane Rural Highways in Free-Flow Conditions

Abstract

The mean free-flow speed and its variability across drivers are considered important safety factors. Despite a large body of research on operating speeds, there is still much to learn about the factors of free-flow speeds, especially on tangent segments of two-lane rural highways. The roadway factors of speed dispersion across drivers are largely unknown. Also, the use of the entire free-flow speed distribution suggested by other authors has not yet been addressed. Consequently, the existing models are not aimed to evaluate the speed variability at a site. This paper presents free-flow speed models that identify factors of mean speed and speed dispersion on tangent segments and horizontal curves of two-lane rural highways. Ten highway variables, six of them functioning as both mean speed and speed dispersion factors, were identified as speed factors on tangent segments. Four highway and curve variables, two of them functioning as both mean speed and speed dispersion factors, were identified as speed factors on horizontal curves. The developed free-flow speed models have the same prediction capabilities as traditional ordinary-least-squares models developed for specific percentile speeds. The advantages of the developed models include predicting any user-specified percentile, involving more highway characteristics as speed factors than traditional regression models, and separating the impacts on mean speed from the impacts on speed dispersion.

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Article first published: January 2005
Issue published: January 2005

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© 2005 National Academy of Sciences.
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Authors

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Alberto M. Figueroa Medina
School of Civil Engineering, Purdue University, 550 Stadium Mall Drive, West Lafayette, IN 47907.
Andrew P. Tarko
School of Civil Engineering, Purdue University, 550 Stadium Mall Drive, West Lafayette, IN 47907.

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