Ponte Morandi
Road bridge in Genoa, Italy
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Key Takeaways
- Ponte Morandi (English: Morandi Bridge), officially Viadotto Polcevera (English: Polcevera Viaduct), was a road viaduct in Genoa, Liguria, Italy, constructed between 1963 and 1967 along the A10 motorway over the Polcevera River, from which it derived its official name.
- The bridge was widely called "Ponte Morandi" after its structural designer, engineer Riccardo Morandi.
- The collapse led to a year-long state of emergency in the Liguria region, extensive analysis of the structural failure, and widely varying assignment of responsibility.
- The replacement bridge, the Genoa-Saint George Bridge was inaugurated a year later.
- It was a cable-stayed bridge characterised by a prestressed concrete structure for the piers, pylons and deck, very few stays, as few as two per span, and a hybrid system for the stays constructed from steel cables with prestressed concrete shells poured on.
Ponte Morandi (English: Morandi Bridge), officially Viadotto Polcevera (English: Polcevera Viaduct), was a road viaduct in Genoa, Liguria, Italy, constructed between 1963 and 1967 along the A10 motorway over the Polcevera River, from which it derived its official name. It connected Genoa's Sampierdarena and Cornigliano districts across the Polcevera Valley. The bridge was widely called "Ponte Morandi" after its structural designer, engineer Riccardo Morandi.
On 14 August 2018, a 210-metre (690 ft) section of the viaduct collapsed during a rainstorm, resulting in the deaths of 43 people. The collapse led to a year-long state of emergency in the Liguria region, extensive analysis of the structural failure, and widely varying assignment of responsibility.
The remains of the original bridge were demolished in June 2019. The replacement bridge, the Genoa-Saint George Bridge was inaugurated a year later.
History
Design
Ponte Morandi was designed by civil engineer Riccardo Morandi, from whom its unofficial name was derived. It was a cable-stayed bridge characterised by a prestressed concrete structure for the piers, pylons and deck, very few stays, as few as two per span, and a hybrid system for the stays constructed from steel cables with prestressed concrete shells poured on. The concrete was prestressed only to 10 MPa (1,500 psi), making it susceptible to cracks, water intrusion, and corrosion of the internal steel. The bridge was similar to Morandi's earlier 1957 design for the General Rafael Urdaneta Bridge in Venezuela except for the stays, which on the Venezuelan bridge are not covered with prestressed concrete.
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