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  2. Post-tensioning in lock coil and bar structures

Portal / Post-tensioning in lock coil and bar structures

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LATEST PROJECTS
YEAR COMPANY PROJECT LENGHT TYPE STAY LENGTHS Nº OF STAYS
2015 CANAL DEUSTO JV Frank Gary Bridge 97.4 m Lock coil rope Till 16.5 m 64 stays ø 40 ø 90 mm
2015 ADEJE SANTIAGO JV Erques Viaduct 110 Lock coil rope Till 15.2 m 48 ø 50 mm
2009 FERROVIAL AGROMAN Candelaria pedestrian bridge 50.5 m Bars Till 54.5 m 4 ø 76 mm
2008 FERROVIAL AGROMAN Zaragoza Delicias suspended pedestrian bridge 240 m Lock coil rope From 70 cm till 18 m 6 main ropes ø 95 mm diameter 50 stays ø 32 mm diameter
2007 FERROVIAL AGROMAN La Vicaria arch 168 m Bars with outer sheath Till 24 m 24 ø 76 mm
2005 FERROVIAL AGROMAN Fuenlabrada pedestrian bridge 40 m Inox bars Till 36 m 24

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