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Low Cost Interventions to Encourage Cycling: Selected Case Studies

This report contains 15 case studies showcasing low cost interventions that have successfully encouraged cycling in Australia and New Zealand.

Engineers and behaviour change specialists are implementing a range of innovative low-cost infrastructure…

Cycling Infrastructure: Selected Case Studies

This report contains 29 case studies showcasing innovative Australian and New Zealand urban and regional bicycle infrastructure.

The design of the built environment to support active transport is an emerging discipline. Urban planners, designers as…

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.
Westgate Footbridge, Auckland New Zealand
The Westgate footbridge provides a new pedestrian and cyclist connection across four carriageways of State Highway 16 near the Westgate Shopping Centre in Auckland, NZ. The bridge is 3 m wide and consists of three separate structures
Review of AS 5100.2: Design Loads
AS 5100, the Australian Bridge Design Code, is currently under review. AS 5100.2, Design Loads, sets out the minimum design loads, forces and load effect for road, railway, pedestrian and bicycle bridges and other associated structures.The review of…
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…