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Water Retention of Concrete – Filtration
This test method is used to measure the ability of a concrete with a maximum coarse aggregate size of 20 mm or less to retain its water under pressure. This test determines the amount of water de-filtered when concrete is subjected to a certain…
Supply of Special Class Concrete
Austroads Technical Specification ATS 5315 sets out the requirements for the supply of Special Class Concrete used in: bridges with a design life of 100 years
Repair of Concrete Cracks
Austroads Technical Specification ATS 5341 sets out the requirements for the repair of cracks in concrete, including supply and quality of materials, surface preparation, application, relevant testing and acceptance criteria. The technical…
Coring of Hardened Concrete
Austroads Technical Specification ATS 5317 sets out the requirements for the coring of hardened concrete for the purpose of assessing the in-situ concrete properties, including compressive strength, volume of permeable voids and density. It does not…
Code of Practice for the Management of Alkali Aggregate Reactivity Template
The Code of Practice for the Management of Alkali Aggregate Reactivity template has been developed for the use of Austroads member agencies. The document outlines the management strategies, testing and approval process required to regulate alkali…
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…