The main Aquatic and Fitness Centre roof structure over the pool areas consisted of 14 in situ 2.0m deep multi strand post tension beams spanning approximately 60m that includes a cantilevered roof section and a clear span of 35m over the pool hall. 
A total of 14,000m3 was poured, and 2,100 tonnes of steel was used on the project. 
A rust-free concrete surface was achieved due to RCC rigorous site QA that ensured no steel bar chairs or swarf to formwork in the corrosive pool environment. 
The overall impression is one of perfection and quality and is an example of the professional trades RCC employed on this project.