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Strengthening of the West Gate Bridge Concrete Viaducts
The 2.5km long West Gate Bridge comprises an eastern and western concrete approach viaduct, 871m and 670m respectively in length either side of the 850 m long cable stayed steel box girder main span section. The key objective with the West Gate…
An Overview of FRP Composites for Strengthening Bridges in Victoria
Fibre reinforced polymer (FRP) composites are commonly used in the aerospace and marine industries. Due to their inherent advantages, FRP composites are increasingly making their way into civil engineering applications. In the field of bridge…
FRP Strengthening of the West Gate Bridge Concrete Viaducts
At 2582.6 m in length, Melbourne's West Gate Bridge is the second longest bridge in Australia. Completed in 1978, the bridge comprises a cable-stayed steel box girder, with two end concrete sections of similar design. Due to Melbourne&rsquo
Selection of a Laboratory Asphalt Compactor for Australasia

This report summarises work conducted to establish a compaction procedure for the Austroads asphalt mix design process. Part of the early work examined overseas research and this is briefly summarised to provide supporting evidence as to the…

Implementation of Austroads Mix Design Procedures: 2009-2010

The Austroads asphalt mix design method was developed in 1997 and has had a number of revisions over the intervening years as test methods evolve and experience is gained. However, implementation of the method has been variable across the various…

Uncertainty of Measurement Estimates for Austroads Asphalt Test Methods

The development of an Austroads asphalt mix design procedure led to adaptation and adoption of a number of overseas test methods. These test methods were then compiled into what has become a suite of Austroads test methods. The Austroads test…

Review of Structural Design Procedures for Foamed Bitumen Pavements

This report presents a review of the available structural design methods for foamed bitumen pavements, as a first step in the development of thickness design procedures. Six design procedures were found in the literature, most of them based on well…

Testing Plan to Examine the Effects of Multiple Axle Loads on Asphalt Fatigue Using Four-point Beam Tests

This report presents a testing plan to examine the effect that multiple axle group loads (e.g. tandem, triaxles, etc.) have on the flexural fatigue performance of asphalt, and forms a component of long term Austroads project work. The testing plan…

A Laboratory Study of the Influence of Multiple Axle Loads on Performance of a Cement Treated Material - Interim Report

This report details a laboratory investigation of the effects of different multiple-axle load groups on the fatigue performance of cement treated materials. In the Austroads flexible pavement design process the performance of cement treated…

The Influence of Multiple Axle Loads on Pavement Performance: Interim Findings

This research study investigates – using a combination of current research, laboratory characterisation and field trials – improved methods for assessing the pavement damage caused by different multiple axle group loads, and to develop a framework…