Publications

Austroads Technical Specification ATS 3110 sets out the requirements for the supply of polymer modified binders (PMBs) and crumb rubber modified binders for use in both sprayed sealing and asphalt applications. The technical specification can also…

Austroads Technical Specification ATS 3450 sets out the requirements for the manufacture and placement of microsurfacing for use on road pavements and includes requirements for the following: component materials properties of the microsurfacing mix…

Austroads Technical Specification ATS 3470 sets out the requirements for: the supply of hot placed elastomeric / crumb rubber joint sealant

Austroads Technical Specification ATS 3460 sets out the requirements for the design and application of sprayed bituminous surfacing or resurfacing. The technical specification can also be downloaded as a Word document.

Austroads Project APT6305 Use of Road-grade Recycled Plastics for Sustainable Asphalt Pavements is investigating the use of recycled plastics in asphalt. The project is almost completed with results to date provided in three published reports. The…

This report is the third of a series of reports for project APT6305. The first report examined the use of road-grade recycled plastics in asphalt pavements and investigated the most suitable types of recycled plastics for incorporation into asphalt.…

The purpose of this literature review is to assess the current body of research for the incorporation of recycled material in pavements to inform updated guidance to the current Austroads Guide to Pavement Technology Part 4E: Recycled Materials. New…

This webinar, presented by Dr Negin Zhalehjoo, Andrew Papacostas and Dr Didier Bodin, focuses on the outcomes of an Austroads research project &ldquo

This method describes the procedure for obtaining a measure of the evenness of a pavement surface as determined by the deviation from a three metre straightedge. It is applicable only to the measurement of depressions in the pavement surface and to…

The characterisation of the flexural stiffness and fatigue behaviour of bituminous mixtures in Australia and New Zealand is undertaken using a four-point bending (4PB) configuration. This document describes the procedures to be followed to verify…