Can Gio Bridges
In developing these proposals there were two key dimensional aspects to consider: firstly the span lengths are approximately 400m and 800m, providing the opportunity to build a common design language and modularity into the concept from the outset; secondly a minimum clearance height of 7m, which is relatively shallow compared to the spans, allowing for two elegant but notably low decks.
Prioritising the user environment has led to a consistent road deck and footway design across both options for both crossings. This continuity results in supporting structures that can be ‘mixed and matched’ with the bridges still being appreciated as a pair. Common detailing and articulation further support this feature, allowing any combination of structures to speak to one another across the water.
Cable Stayed
While cable stayed bridges are tried and tested solutions, there is plenty of scope in this case to create something special and context appropriate. For example, each tower is being conceived as a pair of tapering legs that reach up and ‘clamp’ a secondary element that houses the cable anchorage cluster. For lateral stability the chisel shaped legs will straddle the deck, passing through gaps between the roadway and footway. Below the deck they will appear to slot into support piers where they transfer vertical loads into the foundation. By articulating each individual element and the structural forces it must accommodate, the solution is both honest and expressive.
Tied Arch
A second structural solution that equally prioritises the user experience is a tied arch. In this case 400m long arches will span between supports with the deck hung from below. While less efficient in terms of materials and carbon footprint, the arching form could be very dramatic especially when seen as a repetitive composition. Intentionally similar to the cable stayed solution, here a pair of arches will straddle the deck in order to support a secondary element above that will again support cable anchorages and the deck below. Each arch will have a varying cross section related to structural forces while enhancing the overall form.
In elevation the arches will appear heavier at the load transferring ends and deceptively slender at the apex high above. In this proposal a discreet yet substantial connection below the roadway will allow the deck itself to function as the tie. ‘Closing’ the structural system will also allow it to be assembled nearby on land and transported into position as a single monumental element.