Port Inner Basin new entrance (America’s Cup 2007)
Location
Valencia, Spain
Contracting entity
Valencia Port Authority
Execution date
12 months
Budget
53 millon €
CHARACTERISTICS
344 m long main breakwater and 889 m long counter dike. Berth of reinforced concrete floating caissons and granular filling necessary for 3 Ha of shelter level space.
Dredging: 1.349.654 m3
Level space granular filling: 239.744 m3
Rubble mound bedding layer and breakwaters, ripap: 2.824.600 t
Mass Concrete in blocks and special pieces: 40.746 m3
Submerged concrete: 23.658 m3
Reinforced Concrete floating caissons: 13 uds.
Quay superstructure:
– Mass Concrete HM-30 on heel: 33.529 m3
– Reinforced concrete HA-30 at edge quay beam: 7.571 m3
– Steel frame: 238.030 kg
– Concrete pavement 4 Mpa: 3.339 m3
