Speed prediction for two-lane rural highways.

Author(s)
Fitzpatrick, K. Elefteriadou, L. Harwood, D.W. Collins, J.M. McFadden, J. Anderson, I.B. Krammes, R.A. Irizarry, N. Parma, K.D. Bauer, K.M. & Pasetti, K.
Year
Abstract

Design consistency refers to the conformance of a highway's geometry to driver expectancy. Drivers make fewer errors in the vicinity of geometric features that conform to their expectations. A technique to evaluate the consistency of a design is to evaluate changes in operating speeds along an alignment. To use operating speed as a consistency tool requires the ability to accurately predict speeds as a function of the roadway geometry. In this research project, several efforts were undertaken to predict operating speed for different conditions such as on horizontal, vertical, and combined curves; on tangent sections using alignment indices; on grades using TWOPAS model; and prior to or after a horizontal curve. The findings from the different efforts were incorporated into a speed-profile model. The model can be used to evaluate the design consistency of the roadway or can be used to develop a speed profile for an alignment. The model considers both horizontal and vertical curvature and the acceleration or deceleration behaviour as a vehicle moves from one feature to another. (Author/publisher)

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Publication

Library number
C 42453 [electronic version only] /82 /
Source

McLean, VA, U.S. Department of Transportation DOT, Federal Highway Administration FHWA, Turner-Fairbank Highway Research Center Research and Development RD, 2000, 213 p.; FHWA-RD-99-171

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