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Technical Basis of Austroads Guide to Pavement Technology Part 4E: Recycled Materials
AP-T365-22
27 Apr 2022
Pavement
More
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…
Webinar: Technical Basis of Changes to Guide to Pavement Technology
WEB-T356-21
3 Aug 2021
Pavement
More
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 
Technical Basis of Austroads Guide to Pavement Technology Part 5: Pavement Evaluation and Treatment Design
AP-T357-21
30 May 2021
Pavement
More
This report documents the technical basis of the 2011 and 2019 editions of Austroads&rsquo
Technical Basis of Austroads Guide to Pavement Technology Part 2: Pavement Structural Design
AP-T356-21
30 May 2021
Pavement
More
This report documents the technical basis of the 2010, 2012 and 2017 editions of Austroads&rsquo
Deformation Performance of Foamed Bitumen Stabilised Pavements Under Full-scale Accelerated Loading
AP-T343-19
5 Mar 2019
Pavement
More
This report details the first phase of Austroads project TT2046 Improving the Cost Effectiveness of Foamed Bitumen Stabilised Pavements which evaluated the deformation performance of foamed bitumen stabilised materials
Determining the Foaming Characteristics of Bitumen
AGPT-T301-17
24 Oct 2017
Pavement
More
Foaming of bitumen permits the bitumen to be evenly distributed throughout a soil or a granular material. It is critical for the bitumen to remain as viable foam for a period to enable it to be successfully blended into the host material.
Resilient Modulus of Foamed Bitumen Stabilised Materials
AGPT-T305-17
24 Oct 2017
Pavement
More
This method describes the procedure for the laboratory determination of the resilient modulus of test cylinders of foamed bitumen stabilised mixes using repeat load indirect tensile techniques.
Mixing of Foamed Bitumen Stabilised Materials
AGPT-T302-17
24 Oct 2017
Pavement
More
This method describes the procedure for adding foamed bitumen to a granular material to produce foamed bitumen stabilised material. The method is applicable to materials with a maximum nominal particle size of 40 mm (i.e. 100% passing the 37.5 mm…
Compaction of Test Cylinders of Foamed Bitumen Stabilised Materials Part 1: Dynamic Compaction using Marshall Drop Hammer
AGPT-T303-17
24 Oct 2017
Pavement
More
This method describes the procedure for compacting cylindrical test specimens suitable for use in the determination of physical properties. The method is applicable to materials with a maximum nominal particle size of 40 mm (i.e. 100% passing the 37.…
1
Latest Pavement news
13 May 2024
Austroads and AfPA update bituminous binder sampling practice guidelines
5 Apr 2024
New technical report revises mix design procedure in light of laboratory compaction equipment changes
4 Apr 2024
Feasible alternatives to hydrated lime in asphalt mixes
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