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 Technical Specification ATS 3050 sets out the minimum requirements for the manufacture and supply of recycled crushed glass (RCG) for use in the following applications: As a granular material, including: bedding and haunching of pipes and…

This webinar, presented by Dr James Grenfell and Dr Didier Bodin, focuses on the development of a specification on the supply of recycled crushed glass sand as part of a project to support increased use of recycled crushed glass (RCG) in road…

The purpose of this guideline is to provide potential recyclers with the information they need to gain a better understanding of how recycled crushed glass (RCG) should be processed to make it fit-for-purpose for infrastructure applications. This…

This report presents the technical basis for the development of the Austroads technical specification and guideline for the use of recycled glass in bedding, backfilling material, concrete, road drainage, embankment fill, and landscaping…

Austroads Technical Specification ATS 3120 sets out the requirements for the supply of aggregates used for sprayed bituminous surfacing work. The technical specification can also be downloaded as a Word document.

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.