ROAD CURVE SUPERELEVATION DESIGN: CURRENT PRACTICES AND PROPOSED APPROACH

Horizontal alignment design standards in the United States and Australia have two basic common features: firstly, the absence of a single nationwide maximum superelevation rate and, secondly, designers' freedom in applying above-minimum values for curve radii. Taking into account the proven dependence of operating speed on curve radius, Australian standards introduce the concept of speed environment (characterising highway sections as a whole) to be used alongside the traditional design speed concept (corresponding to individual curves) and incorporate consistency checks as a feedback loop in the design process. In this paper a proposal for simplifying the relationship between radius and superelevation is applied to Australian guidelines for speed environments ranging between 60 km/h and 120 km/h. Consistent application of this proposal, for which specification of nationwide maximum superelevation rates is a precondition, would result in curve radius serving the driver both as a guide for selecting speed and as a signal for the centrifugal acceleration to be expected, thus enhancing horizontal alignment consistency. (a)

Language

  • English

Media Info

  • Features: References;
  • Pagination: p. 27-38
  • Serial:

Subject/Index Terms

Filing Info

  • Accession Number: 00788176
  • Record Type: Publication
  • Source Agency: ARRB
  • Files: ITRD, ATRI
  • Created Date: Mar 3 2000 12:00AM