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The Development and use of Systems for the Integration of Sustainability into the Project Lifecycle for Highway and Railway Bridge Design
The East Coast Main Line (ECML) is one of the busiest and most successful railway lines in the United Kingdom and it is challenged with improving efficiency for passenger and freight services to meet future demands for low carbon transportation. A…
Kingsgrove to Revesby Rail Quadruplication: Design and Construction of the Overbridges
This paper provides a high level overview of the Kingsgrove to Revesby Quadruplication Project. This project is being delivered by Transport Construction Authority (TCA) in an alliance with Leighton Contractors, AECOM (formerly Maunsell Australia),…
The Influence of Multiple Axle Loads on the Performance of an Unbound Granular Pavement under Accelerated Loading: Construction of Test Pavements

Recognising the importance to pavement designers, asset managers and policy makers of an improved understanding of the relationship between different multiple axle group loads (single, tandem, triaxles, etc.) and road pavement performance, Austroads…

Preparation of Pavements for Priming and Primersealing
This Pavement Work Tip provides guidelines for the preparation of granular pavements prior to priming or primersealing.
Assessment of Rut-resistance of Granular Bases using the Repeated Load Triaxial Test
Over the last decade a considerable amount of research effort has been focussed on the development of a repeated load triaxial (RLT) test procedure to assist practitioners in the use of natural and marginal unbound base/subbase materials in road…
Guide to Pavement Technology Part 6: Unsealed Pavements
Part 6 of the Guide to Pavement Technology addresses unsealed pavements including operational demands of unsealed road surfaces, pavement configurations, floodways, cuts, fills and mine haul roads, the identification of suitable pavement materials…
Guide to Pavement Technology Part 4J: Aggregate and Source Rock
Part 4J of the Guide to Pavement Technology provides information and guidance on: the classification and description of source rocks
Relative Pavement Wear of an Unbound Granular Pavement due to Dual Tyres and Single Tyres
This report presents the results of testing conducted on an unbound granular pavement with a thin bituminous surfacing using a variety of tyre types and half-axle loads applied using the Accelerated Loading Facility. It was found that the reference…
Development of HDM-4 Road Deterioration (RD) Model Calibrations for Sealed Granular and Asphalt Roads

Improved RD models for sealed granular and asphalt pavements are needed. Pavement performance history data from state road authorities and New Zealand (SRAs) were used for calibrating RD models. The calibration and refinement of RD models is…

Optimum Use of Granular Bases: Construction of Test Pavements

Over the last decade a considerable amount of research effort has been focussed on the development of a repeated load triaxial (RLT) test procedure to assist practitioners in the use of natural and marginal unbound base/subbase materials in road…