Newport City footbridge is a pedestrian/cycle bridge over the River Usk in the city of Newport, South Wales. The bridge links the east bank of the river in the vicinity of Rodney Parade stadium to University Plaza on the west bank. It was the first major public project in Newport Unlimited's plans to regenerate the city. It won a British Constructional Steelwork Association award; the 2007 George Gibby Award from the Institution of Civil Engineers in Wales; a Royal Institution of Chartered Surveyors award for regeneration in Wales, and a highly commended from Wales Business Insider for their best regeneration project of 2007. Overview The bridge features two A-Frame masts, which support the bridge from the west bank. The masts are positioned on a shared foundation and anchored at ground level by two diameter cables that are connected the tips of the masts. The forward mast is long and the back mast is long. Because of the angle at which the masts are positioned, the bridge stands at above ground. The deck is wide and above water at high tide. The bridge has a clear span of . Contractors: Alfred McAlpine Architect: Grimshaw Structural Engineer: Atkins Steel Fabricators: Rowecord Engineering Design concept The dramatic crane structures were designed as a deliberate and symbolic link to the site's earlier use as trading wharves—but with a modern twist. The deliberate location of the main structures on the west bank means that the vast majority of the construction work was kept away from the houses on the east bank, while avoiding impact on the local river ecology. The foundations The bridge foundations are supported by thirty diameter CFA (continuous flight auger) piles varying in length. The bridge structure is suspended on five ground anchors which are drilled into the ground. Approximately of concrete were used in the bridge foundations. The masts The masts are made from sheet steel which was rolled into 'cans'. These were then welded together to produce the tubes for the masts. The front mast is in diameter and was delivered to site in nine sections. It weighs approximately . The back mast is diameter and was delivered to site in seven sections. It weighs approximately . The deck The bridge deck is made up of five sections. The deck units were installed in sequence and then welded together. Details of the deck units are shown below: Deck one and