The structural scheme consists of two twin metal frames joined together. The resistant section is a double-hulled circular box girder. The outer hull has a diameter of 6 meters, and the inner one of 5 meters. The section is variable: maximum in the node and minimum in the supports.
The adoption of a section with smooth contours, contributes to better integrate the bridge on the site.
Team: ANTA, SUESLAN Arquitectos, Fulcrum.