Publications

Guide to Pavement Technology Part 2: Pavement Structural Design provides advice for the structural design of sealed road pavements. The advice has been generally developed from the approaches followed by the Austroads member agencies. However, as it…

The use of stabilisation technology for stabilising and recycling materials for pavement construction and maintenance is widely accepted as a cost-effective method of improving long‑term performance and reducing whole-of-life costs of modern,…

Part 2 of the Austroads Guide to Pavement Technology - Pavement Structural Design contains procedures for the design of flexible pavements consisting of unbound granular materials, flexible pavements that contain one or more bound layers, and rigid…

Part 2: Pavement Structural Design – provides advice for the structural design of sealed road pavements. The advice has been generally developed from the approaches followed in the Austroads member authorities. However, as it encompasses the wide…

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-…

Part 2: Pavement Structural Design – provides advice for the structural design of sealed road pavements. The advice has been generally developed from the approaches followed in the Austroads member authorities. However, as it encompasses the wide…

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…

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

This technical note covers factors that can be considered in the design process and how they affect the performance of the stabilised materials.

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.