Publications

This linked index of the Pavement Work Tips is designed to help practitioners easily access the more than 50 publications in the Work Tips collection.

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…

Austroads has developed an extended vehicle classification scheme (EVCS) to enable improved understanding and monitoring of the evolving vehicle mix on Australian and New Zealand roads in traffic and transport surveys. This builds upon the existing…

Austroads has developed an extended vehicle classification scheme (EVCS) to enable improved understanding and monitoring of the evolving vehicle mix on Australian and New Zealand roads in traffic and transport surveys. This builds upon the existing…

Austroads has developed an extended vehicle classification scheme (EVCS) to enable improved understanding and monitoring of the evolving vehicle mix on Australian and New Zealand roads in traffic and transport surveys. This builds upon the existing…

Austroads extended vehicle classification scheme builds on the influential 1994 scheme. The extended scheme provides greater granularity across the 12 classes in the 1994 scheme. It also provides a new classes for: active transport to address the…

Safe, efficient and sustainable road transport relies on the accurate classification and identification of vehicles operating on our road networks. Accurate vehicle surveys support the planning and management of road assets and the regulation of…

This Pavement Work Tip details techniques to ensure that joints in asphalt do not create a point of weakness due to poor compaction and that correct shape and ride quality are maintained.

This Work Tip details work practices that help ensure uniformity of Binder Application Rates and neatness of joints in sprayed seals.

This Pavement Work Tip considers traffic distribution and its effect on the suitable location of joints and where the design Binder Application Rates should be varied to allow for the expected traffic volume.