Service life extension of SH16 bridges – New Zealand's first hybrid corrosion protection

Author:

Christodoulou Christian1,Cobbs Ryan2,Corbett Paul3,Elliot Mike4

Affiliation:

1. District Sector Leader, Bridges & Structures (Midlands, South West & Wales), AECOM, Birmingham, UK (corresponding author: )

2. Technician, AECOM Limited, Birmingham, UK

3. Bridge Project Leader, Jacobs, Auckland, New Zealand

4. Project Manager, Causeway Alliance, Auckland, New Zealand

Abstract

State Highway 16 (SH16) is a motorway of significant strategic importance, connecting central Auckland to the city's western suburbs and beyond. It carries an average of 90 000 vehicles per day and runs through an environmentally sensitive coastal marine reserve. Two bridges on the route – Whau River Bridge and Causeway Bridge – were rehabilitated due to extensive chloride contamination as a result of exposure to the marine environment. This paper offers a holistic review of the inspection, durability assessment and design processes, and discusses construction, operation and maintenance details. The durability assessment considered deterioration mathematical modelling with regard to service life extensions of 25 and 50 years. A hybrid corrosion protection (HCP) system was selected as the preferred corrosion management solution. The system operates in two phases, initially energised using low-voltage direct current power to arrest ongoing corrosion and thereafter in galvanic mode to provide corrosion prevention. A structural health monitoring system was also designed and installed to offer long-term performance monitoring. The HCP system minimised physical works on site, negated the requirement for extensive replacement of chloride-contaminated concrete, allowed work to take place around the natural tide cycles and offers long-term protection. This is the first HCP system designed and installed in New Zealand and is believed to be the first of its kind for prestressed concrete in tidal waters.

Publisher

Thomas Telford Ltd.

Subject

Building and Construction,Civil and Structural Engineering

Reference22 articles.

1. Test methods for on-site corrosion rate measurement of steel reinforcement in concrete by means of the polarization resistance method

2. Bamford P and Price W (1996) An International Review of Chloride Ingress Into Structural Concrete. Transport Research Laboratory, Wokingham, UK, TRL Contractor Report 359.

3. Cathodic protection of new and old reinforced concrete structures

4. Christodoulou C (2013) Repair and Corrosion Management of Reinforced Concrete Structures. EngD Thesis, Loughborough University, Loughborough, UK.

Cited by 2 articles. 订阅此论文施引文献 订阅此论文施引文献,注册后可以免费订阅5篇论文的施引文献,订阅后可以查看论文全部施引文献

1. Editorial;Proceedings of the Institution of Civil Engineers - Bridge Engineering;2020-12

2. Editorial;Proceedings of the Institution of Civil Engineers - Bridge Engineering;2019-12

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