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Ponte della Costituzione Completed in: 2008 Status: in use Location: Cannaregio, Venice, Venezia, Veneto, Italy and Santa Croce, Venice, Venezia, Veneto, Italy Crosses: Canal Grande Structural Type: Arch bridge Function / usage: Pedestrian bridge (footbridge) Persons involved with this structure Legend: Phase of works Role Name Structures in this project Designer Santiago Calatrava Valls Firms, offices, etc. involved with this structure Legend: Phase of works Role Name Part of structure Design Santiago Calatrava SA Technical information Part of structure Description Value Construction materials used deck glass arch steel abutments reinforced concrete Dimensions main span 79.72 m width 9.38 - 17.68 m total length 88 m Chronology 11 September 2008 Opening of the bridge. Relevant Web Sites The following external links open in a new window. Structurae is not responsible for their content nor endorses it. External Link Baunetz: Namenlose Verbindung - Neue Calatrava-Brücke in Venedig im Rohbau fertig German External Link In Venice Today: il progetto del 4° ponte sul Canal Grande Italian External Link n-tv: Neue Attraktion in Venedig - Vierte Brücke über Canal Grande German External Link n-tv: Venedig sucht Namen - Vierte Brücke über Canal Grande German Brücke Zurbrüggen Completed in: 2000 Status: in use Location: Bielefeld, North Rhine-Westphalia, Germany Structural Type: Cable-stayed bridge harp arrangement Function / usage: Pedestrian bridge (footbridge) Technical information Part of structure Description Value Construction materials used cables steel wire pylons steel Dimensions total length 58.08 m span lengths 9.68 m - 38.72 m - 9.68 m Relevant Literature * Enderle, Martin Wege durch die Luft, Westfalen Verlag, Bielefeld (Germany) , ISBN 3889181007, 2001; pp. 130. Zródlowa Street Footbridge Completed in: 2000 Status: in use Location: Kielce, Swietokrzyskie Voivodeship, Poland Structural Type: Cable-stayed bridge asymmetric, harp arrangement Function / usage: Pedestrian bridge (footbridge) Technical information Part of structure Description Value Construction materials used pylon steel Dimensions total length 41.77 m span lengths 29.06 m - 12.71 m pylon pylon height 13.75 m Relevant Literature * Berger, K. Examples of newly built footbridges in Poland, presented at Footbridge 2002, Paris, 20-22.11.2002. Zouthaven Bridge Brug over de Zouthaven Built: 2004 - 2005 Status: in use Location: Amsterdam, Noord-Holland, Netherlands Structural Type: Girder bridge underslung Function / usage: Pedestrian bridge (footbridge) Firms, offices, etc. involved with this structure Legend: Phase of works Role Name Part of structure Owner Gemeente Amsterdam Architecture Hans van Heeswijk architecten Structural engineering Ingenieurs Bureau Amsterdam IBA Steel construction HSM Hollandsche Staalbouw Maatschappij Construction supervision Ingenieurs Bureau Amsterdam IBA Technical information Part of structure Description Value Construction materials used deck aluminum girder steel Relevant Literature · Reverse Thrust, in "Bridge Update", January 2005, n. 49 . Zlotnicka Footbridge Completed in: 1999 Status: in use Location: Between Lesnica, Wroclaw, Lower Silesian Voivodeship, Poland Crosses: Bystrzyca Structural Type: Cable-stayed bridge semi-fan arrangement Function / usage: Pedestrian bridge (footbridge) Firms, offices, etc. involved with this structure Legend: Phase of works Role Name Part of structure Design Mosty Worclaw s.c. Contractor KPRM O/S Koczow Stay cables Freyssinet International Technical information Part of structure Description Value Construction materials used cables steel wire pylon steel Dimensions total length 65.00 m span lengths 34.00 m - 33.56 m deck width 3.4 m pylon pylon height (above deck) 12.60 m Relevant Literature * Freyssinet cable-stayed structures, Freyssinet International, Vélizy-Villacoublay (France) , 2004; pp. 39. * Passerelle haubanée, in "Freyssinet Magazine", March 2000, n. 207 . * Berger, K. Examples of newly built footbridges in Poland, presented at Footbridge 2002, Paris, 20-22.11.2002. * Jurewicz, Wieslaw Wroclaw - Breslau, Wydawnictwo MAWI, Wroclaw (Poland) . York Millennium Bridge Completed in: 2001 Status: in use Location: York, North Yorkshire, Yorkshire and the Humber, England, United Kingdom Structural Type: Arch bridge Function / usage: Pedestrian bridge (footbridge) Persons involved with this structure Legend: Phase of works Role Name Structures in this project Designer Richard Jobson Scott Lomax Des Mairs Mark Whitby Firms, offices, etc. involved with this structure Legend: Phase of works Role Name Part of structure Owner York Millennium Bridge Trust Landscape architect Robert Rumney Associated Structural engineering Whitbybird Main contractor C. Spencer Ltd. Material supplier Meldan Fabrications Ltd. Quantity surveyor Davis Langdon & Everest Technical information Part of structure Description Value Construction materials used arch steel Dimensions main span 80 m total length ca. 150 m angle of inclination 50 ° deck deck width 4 m Cost cost of construction £ 4 200 000 Relevant Literature * Mairs, Desmond York Millenium Bridge - A Footbridge with an Inclined Arch, UK, in "Structural Engineering International", August 2001, n. 3 v. 11 . * Pearce, Martin Bridge Builders, Wiley, ISBN 047149786X, 2002; pp. 194-199. Ylistö Footbridge Completed in: 1992 Status: in use Location: Jyväskylä, Länsi-Suomen Lääni, Finland Structural Type: Cable-stayed bridge A-pylon, semi-fan arrangement Function / usage: Pedestrian bridge (footbridge) Firms, offices, etc. involved with this structure Legend: Phase of works Role Name Part of structure ConsultingKortes Ltd. Technical information Part of structure Description Value Dimensions main span 112 m total length 208.00 m pylon pylon height 26.00 m Relevant Web Sites The following external links open in a new window. Structurae is not responsible for their content nor endorses it. External Link Cable-Stayed Bridges of Europe: Finland English Footbridge "Xuntanza" Status: in use Location: Oleiros, La Coruña, Galicia, Spain Structural Type: Suspension bridge gravity-anchored Function / usage: Pedestrian bridge (footbridge) Persons involved with this structure Legend: Phase of works Role Name Structures in this project Designer Antonio González Serrano Architect Julio Besiga Díaz Blanco Technical information Part of structure Description Value Construction materials used pylons steel deck slab reinforced concrete Notes & Comments The footbridge Xuntanza has a deck hanged of an upper metallic arch with two helicoidal access ramps. The metallic arch is parabolic in elevation with a rise to span ratio of 1/6,6. This arch is 106 mm. in diameter, 7,5 mm depth in the middle part and 25 mm. depth at the ends. The deck has a clear span of 26 mtr long, with a parabolic elevation and a rise to span ratio of 1/30, to which two helicoidal access ramps are added. The deck is 18 cm. depth and 2,30 m. wide. The deck is suspended from the arch with 11 pairs of metallic stays bars of 20 mm. in diameter, each separated 2,166 mtr. The deck is a composite section, of steel and concrete, 18 cm depth, formed by a metallic sheet of 4 mm depth linked with metallic profiles to a slab of concrete 17,6 cm. depth.The deck has longitudinal and transversal stiffenings too. The deck is suspended from four leaning pylons 368 mm. in diameter and 20 mm. depth. The pylons has four counter metallic stays of 118 mm in diameter and 27,5 mm. depth. The helicoidal access ramps with 6 mtr radius measuring in the footbridge's axis, supported in 3 vertical pillars and 6 pairs of pillars with V shaped . The pillars have 132 mm. in diameter. Wyland Bridge Wylandbrücke Completed in: 2002 Status: in use Location: Winterthur, Zurich, Switzerland Structural Type: Truss bridge Function / usage: Pedestrian bridge (footbridge) Firms, offices, etc. involved with this structure Legend: Phase of works Role Name Part of structure Structural engineering Wolf, Kropf + Partner AG Contractor Senn AG Technical information Part of structure Description Value Construction materials used truss steel Dimensions length 104 m Quantities used in construction structural steel 110 t West India Quay Footbridge Completed in: 1996 Location: Docklands, Tower Hamlets, Greater London, England, United Kingdom Structural Type: Pontoon bridge Function / usage: Pedestrian bridge (footbridge) Firms, offices, etc. involved with this structure Legend: Phase of works Role Name Part of structure Owner London Docklands Development Corporation Architecture Future Systems Structural engineering Anthony Hunt Associates General contractor Littlehampton Welding Ltd Steel construction Littlehampton Welding Ltd Quantity surveyor Buckland & Taylor Ltd. Mechanical & electrical engineering Rendel Palmer & Tritton Technical information Part of structure Description Value Construction materials used piers steel deck slab aluminum girders steel Dimensions main span 15 m total length ~ 94 m Cost cost of construction £ 1 700 000 Relevant Web Sites The following external links open in a new window. Structurae is not responsible for their content nor endorses it. External Link 0lll.com - Architecture Gallery: Pedestrian Bridge at West India Dock - London English External Link British Steel Web: Canary Wharf to West India Quay Footbridge English Relevant Literature * Fußgängerbrücke West India Dock, London / Pedestrian Bridge at West India Dock, London, in "Detail - Zeitschrift für Architektur + Baudetail", December 1999, n. 8 v. 39 . * Pearce, Martin Bridge Builders, Wiley, ISBN 047149786X, 2002; pp. 22-25. * Watanabe, E. Floating Bridges: Past and Present, in "Structural Engineering International", May 2003, n. 2 v. 13 . * Wells, Matthew 30 Bridges, Laurence King, ISBN 1856692175, 2002; pp. 90-95. * Wells, Matthew 30 Brücken, Callwey Verlag, Munich (Germany) , ISBN 3766715011; pp. 90-95. Webb Bridge Completed in: 2003 Status: in use Location: Melbourne, Victoria, Australia Structural Type: Girder bridge Function / usage: Pedestrian bridge (footbridge) Firms, offices, etc. involved with this structure Legend: Phase of works Role Name Part of structure Architecture Denton Corker & Marshall Pty Ltd Structural engineering Ove Arup & Partners Technical information Part of structure Description Value Chronology 30 September 2003 Opened by Hon. Steve Bracks, Premier of Victoria. Relevant Literature * Webb feat, in "Bridge Design & Engineering", 1st Quarter 2004, n. 34 v. 10 . Wangenheim Footbridge Wangenheimsteg Status: in use Location: Grunewald, Charlottenburg-Wilmersdorf, Berlin, Germany Structural Type: Girder bridge haunched Function / usage: Pedestrian bridge (footbridge) Vunga Footbridge Built in: 2008 Status: in use Location: Across the Mukungwa at Vunga, Gakenke, North Province, Rwanda Structural Type: Stressed ribbon bridge Function / usage: Pedestrian bridge (footbridge) Firms, offices, etc. involved with this structure Legend: Phase of works Role Name Part of structure Design Ingenieure ohne Grenzen e.V. Brückenbau Villeneuve-Saint-Georges Footbridge Status: in use Location: Villeneuve-Saint-Georges, Val-de-Marne (94), Ile de France, France Structural Type: Truss bridge Function / usage: Pedestrian bridge (footbridge) Technical information Part of structure Description Value Construction materials used truss steel Villa Romana de Carranque Footbridge Pasarela Villa Romana de Carranque Built: 1999 - 2000 Status: in use Location: Carranque, Toledo, Castile-La Mancha, Spain Crosses: Guadarrama Structural Type: Cable-stayed bridge asymmetric Function / usage: Pedestrian bridge (footbridge) Persons involved with this structure Legend: Phase of works Role Name Structures in this project Design engineer Ramon Sánchez de Leon Architect Francisco Sánchez de Leon Firms, offices, etc. involved with this structure Legend: Phase of works Role Name Part of structure Design Estudio AIA Structural engineering Estudio AIA Main contractor Sacyr Technical information Part of structure Description Value Construction materials used deck reinforced concrete pylons steel piles reinforced concrete stay cables prestressing steel anchorage reinforced concrete Dimensions main span 56 m total length 73 m deck deck width 4.00 m pylon height 35.27 m Victor Schoelcher Footbridge Passerelle Victor Schoelcher Built: 2000 - 2001 Status: in use Location: Nantes, Loire-Atlantique (44), Pays de la Loire, France Crosses: Loire River Structural Type: Vertical lift bridge Function / usage: Pedestrian bridge (footbridge) Next to: Palais de Justice (2000) Persons involved with this structure Legend: Phase of works Role Name Structures in this project Designer Jean-Bernard Datry Architect Bernard Barto Clotilde Barto Firms, offices, etc. involved with this structure Legend: Phase of works Role Name Part of structure Owner District de l'Agglomération Nantaise Client Setec TPI Design Barto + Barto Setec TPI Technical advisor to the owner Auran EEG Europe Etudes Gecti Civil engineering EMCC Steel construction Joseph Paris Lifting mechanism Mainguy Lighting EI Entreprise Industrielle Technical information Part of structure Description Value Construction materials used superstructure steel piers steel abutments reinforced concrete railing glass Dimensions width 5.00 m total length 150 m span lengths 50.5 m - 50 m - 50.5 m bridge surface 750 m2 Quantities used in construction structural steel 440 t (S 355) reinforcing steel 170 t concrete for foundations and substructure 1 400 m3 submerged concrete volume 1 900 m3 Cost cost of construction ca. FRF 30 000 000 Chronology May 2000 Construction begins. October 2001 Opening. Notes & Comments Traffic is never interrupted on this bridge as the bridge moves up ad down with the water level to guarantee a navigable clearance. Linear hinges let the middle span be moved vertically. Relevant Web Sites The following external links open in a new window. Structurae is not responsible for their content nor endorses it. External Link SETEC TPI: Références ouvrages d'art: Pont piéton sur la Loire à Nantes French Relevant Literature * La passerelle du Palais de Justice à Nantes, in "Bulletin annuel de l'AFGC", January 2002, n. 4 . * Datry, Jean-Bernard La passerelle du palais de justice à Nantes, in "Bulletin annuel de l'AFGC", January 2001, n. 3 . * Datry, Jean-Bernard Une passerelle mobile sur la Loire Barto+Barto Architectes et Setec TPI, in "Formes et Structure", n. 137 . * Datry, Jean-Bernard La passerelle mobile Victor Schelcher à Nantes, in "Bulletin ouvrages métalliques", 2002, n. 2 . * Datry, Jean-Bernard La passerelle Victor-Schoelcher, in "Travaux", January 2003, n. 793 . * Duboy, Philippe Transbordement à Nantes: le pont piétons sur la Loire, in "L'Architecture d'Aujourd'hui", September - October 2002, n. 342 . * Vannier, Serge Les ponts de la Loire, CPE - Communication-Presse-Edition, Romorantin-Lanthenay (France) , ISBN 284503170X, 2002; pp. 301-302.