This viaduct is divided in 7 equal decks, with a length of 90m each, separated by expansion joints. The length of each deck is divided by 5 inner spans with a length of 14m and 2 outer spans with a length of 10m. The deck cross section consists in a prestressed concrete slab, transversely extended by cantilevers. A pile/column solution was adopted to support the decks. Services Provided: Preliminary Study, Final Design and Technical Assistance. Owner: REFER, EPE. Cost Estimate: 3 500 000 €.