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Pavement Rutting Repeatability and Bias Error Checks for a Laser Profilometer
AGAM-T012-16
13 May 2016
Asset Management
More
This test method defines the procedure for conducting repeatability and bias of measurement checks for rut measurements made by a laser profilometer.
Validation of a Laser Profilometer for Measuring Pavement Rutting (Reference Device Method)
AGAM-T010-16
13 May 2016
Asset Management
More
This test method defines the procedure for performing validation checks of the measurements of pavement rutting determined using a laser profilometer, by comparing them to the measurements from a static or manual reference device.
Specification for Pavement Surface Texture Measurement with a Laser Profilometer
AGAM-S005-16
13 May 2016
Asset Management
More
This specification provides minimum equipment, calibration, validation and survey method requirements for the conduct of network level pavement surface texture measurement using a laser profilometer.
Pavement Rutting Measurement with a Laser Profilometer
AGAM-T009-16
13 May 2016
Asset Management
More
This test method defines the procedure for measuring the rutting of road pavements, determined by the direct measurement of the transverse profile of the road surface using a laser profilometer. The device must be capable of producing an accurate…
Specification for Pavement Rutting Measurement with a Laser Profilometer
AGAM-S004-16
13 May 2016
Asset Management
More
This specification provides minimum equipment, calibration, validation and survey method requirements for the conduct of network level pavement rutting measurement using a laser profilometer.
Improved Bridge Deterioration Models, Predictive Tools and Costs
AP-R487-15
26 Jun 2015
Bridges
More
The management of Australia and New Zealand’s bridge stock involves the development of forward works programs for periods up to, and longer than, ten years into the future. The scheduling of maintenance, rehabilitation and replacement, forms part of…
Time-Variant Performance Indicators for Concrete Bridges Exposed to Corrosion
ABC-IAM102-14
22 Oct 2014
Bridges
More
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…
Lifetime Performance, Risk and Sustainability of Bridges
ABC-IAM104-14
22 Oct 2014
Bridges
More
Infrastructure transportation systems play an important role in the sustained economic growth and social development of most countries. Bridges are key components in such systems. During their service life, bridges are subjected to progressive and/…
Long-Term Performance of Concrete Bridges Under Extreme Events
ABC-IAM101-14
22 Oct 2014
Bridges
More
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…
Life-cycle Management of Bridges: What is the Best Approach?
ABC-LCM201-14
22 Oct 2014
Bridges
More
A key element of optimised asset management involves determining the type and timing of maintenance and renewals actions to achieve the least whole-of-life cost. This can often be a very complex process in reality because of the many different…
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Neil Scales honoured with Austroads Medal for transformational leadership
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