Publications

Austroads has completed a project to replace the obsolete gyratory compactors used in design and quality control testing of asphalt mixes and update its Guide to Pavement Technology Part 4B: Asphalt. Austroads asphalt mix design procedure currently…

The asphalt industry is rapidly evolving, and it is widely accepted that prescriptive specifications are not necessarily well suited to take full advantage of the benefits that new and innovative technologies can provide. There is therefore a desire…

This report documents the delivery of the first component of a new Austroads performance-related asphalt specification framework. This included the development of several new test methods and updating a number of existing test methods for use in…

Two parts of the Austroads Guide to Project Delivery &ndash

The Guide to Project Delivery consists of five parts. Part 3 is concerned with the procurement and management of road construction contracts. It covers in detail, key processes and procedures relating to documentation and contract administration. It…

Austroads has published two technical reports drawing together the research underpinning changes made to key components of the Guide to Pavement Technology. The reports detail the technical basis for changes made to 

This report documents the technical basis of the 2010, 2012 and 2017 editions of Austroads&rsquo

The addition of a small amount of cementitious binder to non-standard granular materials may result in a fit for purpose base or subbase at a significantly lower cost than crushed rock complying with standard specifications. Such lightly bound…

There is a need to improve Austroads procedures for the structural design of pavements containing lightly bound cemented (LBC) materials. This report describes the findings of an investigation of the performance of Queensland pavements with LBC…

This Test Method determines the susceptibility of aggregate to an expansive reaction when mixed with cement in a concrete mix. It measures the change in length of concrete prisms containing the aggregate under investigation. This Test Method is not…