Publications

This test method sets out the procedure to evaluate the wearing resistance of bituminous slurry surfacing materials under wet abrasion conditions.

This test method sets out the procedure to evaluate bituminous slurry materials for their propensity for binder flushing after subjecting to loaded wheel tracking cycles.

This test method sets out the method for the determination of the setting and curing characteristics of a bituminous slurry as a function of the cohesive strength developed in the mixture with time.

This test method sets out the procedure to determine the consistency of a bituminous slurry that is then used to optimise the amount of water required to form a workable mixture. This test may not be applicable to certain microsurfacing mixtures due…

This paper examines the initiative by the Australian Steel Institute to underwrite development of the new Australian Standard AS/NZS 5131 ‘Structural Steelwork – Fabrication and Erection’, the new ‘National Structural Steelwork Specification (NSSS)…

Across the globe, a huge sum is spent each year in maintaining and protecting steel infrastructure assets against corrosion. Most of the steel assets are protected using protective coatings or coating systems.

Weathering steel is a high strength low alloy steel that, in a suitable environment, may be left unpainted due to the formation of an adherent protective rust “patina”. This patina significantly retards the corrosion rate, which is 5 to 10 times…

Carbon-fibre-reinforced-polymer (CFRP) strengthening of steel components with tensile cracks has gained significant attention in the civil engineering applications due to the advantages of the composite material in upgrading the performance level of…

The Huntly Section is a new NZ$415M section of the Waikato Expressway running between Hamilton and Auckland. It will connect the recently completed Ngaruawahia and Ohinewai sections on a route that traverses the Taupiri Ranges within a deep cutting…

A new steel/concrete composite girder was proposed and applied to continuous girder bridges. The area surrounded by the upper and lower flanges and the web are filled with concrete (CFIG: Concrete filled I-section Girder) at the intermediate support.…