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Golden Jubilee Bridges

Hungerford Pedestrian Bridges
Completed in: 2002
Status: in use
Location: Between City of Westminster, London, England, United Kingdom and Lambeth, London, England, United Kingdom
Geographic
Coordinates: 
51° 30' 23" North
0° 7' 12" West
51° 30' 21" North
0° 7' 13" West
Crosses: Thames River
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Structural Type:
Cable-stayed bridge
fan arrangement, inclined pylon
Function / usage:
Pedestrian bridge (footbridge)
Next to: Hungerford Bridge (1864)

Firms, offices, etc. involved with this structure
Legend: Phase of works
RoleNamePart of structure 
Owner Westminster City Council
Design WSP Group
Architecture Lifschutz Davidson
Technical advisor to the client Halcrow Group
Structural engineering Gifford and Partners
Co-contractor Costain
  Norwest Holst Construction
Quantity surveyor Davis Langdon & Everest

Technical information
DescriptionValue
Construction Method(s)
  Incremental launching
Construction materials used
cables  steel
deck  reinforced concrete
pylons  steel
Dimensions
  total length 2 x 320 m
Cost
  cost of construction £ 40 000 000

Relevant Web Sites
The following external links open in a new window. Structurae is not responsible for their content nor endorses it.
External Link0lll.com - Architecture Gallery: Hungerford Pedestrian Bridge English
External LinkBBC News: Thames footbridge opens (13.05.2002) English
External LinkCable-Stayed Bridges of Europe: England (L) English
External LinkLusas: Dynamic Analysis of the Hungerford Bridge Millennium Project English

Relevant Literature
* UK awards recognise 'inspirational design', in "Bridge Update", April 2004, n. 43 .
* Fletcher, Malcolm S.   Le comportement dynamique des passerelles de Hungerford Millennium, Londres, in "Bulletin ouvrages métalliques", 2004, n. 3 .
* Liddell, Ian   An Engineer's Guide to Interesting Structures in London; pp. 7.
* Pearce, Martin   Bridge Builders, Wiley, ISBN 047149786X, 2002; pp. 116-121.
* Thompson, S.   Golden Jubilee Footbridges, London, UK, in "Structural Engineering International", 2005, n. 4 v. 15 .

 
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