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Improving the Performance of Safe System Infrastructure: Final Report
This report summarises the findings of a three-year study which reviewed the safety performance of selected road infrastructure elements and provided solutions that were more closely aligned with the Safe System ideal.
Safety Management Systems for Road Agencies ISO 39001 and the Next Step Towards a Safe Road Transport System
This report promotes a systematic approach to road traffic safety within road agencies using ISO 39001 as the template.
Safe System in the Planning Process
The Safe System concept has the objective of eliminating deaths and serious injuries, with the guiding principle that everyone, including planners, share responsibility for creating a safe road system. Good planning and design sets the foundation…
Review of the National Road Safety Strategy
This report details the results of a review of the 2011 Australian National Road Safety Strategy (NRSS) designed to identify new countermeasures or changes in trauma patterns that would support changes to priorities in the next Action Plan.
New Prequalification Categories Proposed: Steel Fabrication and Pre-cast Concrete Products
In late 2014 Austroads sought feedback on a proposal to add two new specialist categories to Australia’s National Prequalification System.
Proposed Revisions to AS 5100 Part 5: Concrete
Since the introduction of the current Bridge Design Standard in 2004 there have been real advances in both design and construction methods and in materials technology. The Part 5 Standards Australia Sub-Committee (BD090-05) has responded to this…
Time-Variant Performance Indicators for Concrete Bridges Exposed to Corrosion
The life-cycle performance of concrete bridges exposed to corrosion is investigated based on a set of time-variant probabilistic performance indicators including structural reliability, redundancy, robustness and resilience. The performance…
Long-Term Performance of Concrete Bridges Under Extreme Events
Reinforced concrete (RC) structures in a marine environment deteriorate with time due to chloride-induced corrosion of reinforcing bars. Corrosion is initiated by chloride contamination if the structures have poor quality concrete and/or inadequate…
Influence of Placement Method on In-Place Hardened Properties Of Deep Foundation Using SCC
The use of self-compacting concrete (SCC) in identified concrete bridge elements has now been incorporated in NSW Roads and Maritime Services QA Specifications B80 as Annexure B80/G. The use of SCC in precast elements is generally allowed while a…
Life-Cycle Management of Bridges Based on Robustness to Deterioration
In this paper a framework for assessing the robustness of existing reinforced concrete structures under corrosion is presented. Robustness is defined as a structural property related to the tolerance to damage and is measured by the mean performance…