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…

This webinar is beneficial to consultants who may be interested in tendering for Austroads projects. The session covers new Austroads projects lined up for the 2023-24 financial year, Austroads process around research data collection and what is…

Austroads has updated the Guide to Road Design Part 6: Roadside Design, Safety and Barriers (AGRD Part 6) introducing new sections on the fundamentals of safety barrier systems and design advice for other road safety devices. This webinar, presented…

Austroads has updated the Guide to Road Design Part 6: Roadside Design, Safety and Barriers (AGRD Part 6) introducing new sections on the fundamentals of safety barrier systems and design advice for other road safety devices. This webinar, presented…

This research report documents changes to Edition 3.2 of the Austroads Guide to Road Design Part 6: Roadside Design, Safety and Barriers, and in particular, Sections 4, 5 and 6. This research report also provides background information to the…

Guide to Road Design Part 6: Roadside Design, Safety and Barriers provides guidance on roadside design and in particular guidance on evaluating the risk of a roadside and the selection and use of road safety barrier systems. Roadsides have to…

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.