Reliability approach to horizontal curve design

Scott C. Himes, Eric Todd Donnell

Research output: Chapter in Book/Report/Conference proceedingChapter

8 Citations (Scopus)

Abstract

AASHTO's Policy on Geometric Design of Highways and Streets contains geometric design criteria for horizontal curves for new and major reconstruction. These criteria are based on design side friction factors that were established in the 1940s. The objective of this research was to establish a probabilistic approach to the design of horizontal curves and compare the results with current design criteria. Reliability analysis commonly is used in structural engineering and recently has been used in stopping sight distance research for transportation design. In this research, design variables were considered random instead of deterministic to incorporate variations that occurred in the field (e.g., driver heterogeneity or differences in tire performance characteristics) into the analysis. The effects of wet pavements and tire characteristics for passenger cars and heavy trucks were considered. The superelevation rate was considered as a design input, and minimum radii for a target reliability index were presented for combinations of input mean speeds and superelevation rates. All other design inputs were considered random variables (e.g., available pavement friction), along with their appropriate distributions, in the reliability analysis. The results show that a target reliability index of 3.0 is appropriate for use in the probabilistic design of horizontal curves. Furthermore, when only skidding failure is considered, the design criteria for passenger cars can reasonably accommodate heavy trucks. The recommendations for future research consider probabilistic methods and more complex models of horizontal curve forces.

Original languageEnglish (US)
Title of host publicationTransportation Research Record
PublisherNational Research Council
Pages51-59
Number of pages9
ISBN (Electronic)9780309295345
DOIs
StatePublished - Jan 1 2014

Publication series

NameTransportation Research Record
Volume2436
ISSN (Print)0361-1981

Fingerprint

Passenger cars
Reliability analysis
Tires
Pavements
Trucks
Skidding
Friction
Structural design
Random variables

All Science Journal Classification (ASJC) codes

  • Civil and Structural Engineering
  • Mechanical Engineering

Cite this

Himes, S. C., & Donnell, E. T. (2014). Reliability approach to horizontal curve design. In Transportation Research Record (pp. 51-59). (Transportation Research Record; Vol. 2436). National Research Council. https://doi.org/10.3141/2436-06
Himes, Scott C. ; Donnell, Eric Todd. / Reliability approach to horizontal curve design. Transportation Research Record. National Research Council, 2014. pp. 51-59 (Transportation Research Record).
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Himes, SC & Donnell, ET 2014, Reliability approach to horizontal curve design. in Transportation Research Record. Transportation Research Record, vol. 2436, National Research Council, pp. 51-59. https://doi.org/10.3141/2436-06

Reliability approach to horizontal curve design. / Himes, Scott C.; Donnell, Eric Todd.

Transportation Research Record. National Research Council, 2014. p. 51-59 (Transportation Research Record; Vol. 2436).

Research output: Chapter in Book/Report/Conference proceedingChapter

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Himes SC, Donnell ET. Reliability approach to horizontal curve design. In Transportation Research Record. National Research Council. 2014. p. 51-59. (Transportation Research Record). https://doi.org/10.3141/2436-06