Publications

This Guide contains estimates of road user unit costs for use in Australia, calculated as at 30 June 2010. The unit costs are presented in a format suitable for use with most road project evaluation models, techniques, and software used by…

Guide to Pavement Technology Part 3 addresses the selection of the most appropriate pavement surfacing. The Guide identifies the significant factors that need to be considered in the selection of the most appropriate surfacing, their inter-…

This document contains estimates of road user unit costs for use in Australia, calculated as at 30 June 2007. The unit costs are presented in a format suitable for use with most road project evaluation models, techniques, and software used by…

This Guide has been prepared as part of the Austroads Guide to Pavement Technology to provide an introduction to the nature of asphalt as a material and its application in road pavements. Further publications in this Guide provide supporting detail…

Part 4 presents a range of Austroads information relating to project evaluation inputs. This document provides a source of information on unit costs and other inputs/parameters, which can be made use of in road project evaluation activities. A wide…

Part 4 presents a range of Austroads information relating to project evaluation inputs. This document provides a source of information on unit costs, and other inputs/parameters, which can be made use of in road project evaluation activities. A wide…

This technical note provides an overview of the use of stone mastic asphalt in Australia.

This technical note provides guidance on the use of ultra thin asphalt surfacings which are typically placed with a minimum thickness of around 12-15 mm, or about half the thickness of similar sized conventional asphalt wearing course mixes.

This technical note reports on tests relating to the use of recycled crumb rubber in asphalt.

This technical note provides guidance on the the use of non-structural asphalt surfacing and overlays. It includes treatments of existing surfaces, non-structural design mix and the compaction of overlays.