Two 175 m high piers at a distance of 472 m from each other, take the loads of this cable stay construction which connects both sides of the Cooper River.

Arthur Ravenel Jr. Bridge, United States of America
Charleston, United States

  • Design: cable-stayed bridge
  • Height pylons: 175 m
  • Height carriageway: 61 m
  • Length: 4 km
  • Span: 472 m
  • Construction period: 2001 - 2005


Joint Venture:
Tidewater/Skanska USA Inc. and
HBG Constructors Inc./Flatiron Structures Company

Location
Main Application
Civil Engineering
  • Benefits
    detailed working rhythm definition
  • Benefits
    concreting cycles of 7 days per section in the lower area to 4-5 days in the upper area above the angle of inclination
  • Benefits
    Simple operation thanks to hydraulically operated formwork carriages
  • Benefits
    Saving on crane capacities

The Project

Impressions from the project process

Project Information

Peo Halvarsson, Senior Site Manager: Arthur Ravenel Jr. Bridge, Charleston, USA
Peo Halvarsson, Senior Site Manager: Arthur Ravenel Jr. Bridge, Charleston, USA
Peo Halvarsson
Senior Site Manager
Early experiences and the excellent working relationship with the PERI engineers made it an easy decision when it came to our choice of formwork supplier. With the PERI solution we have a formwork system on the site that enables us to work quickly and at a high quality.

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Two 175 m high piers at a distance of 472 m from each other, take the loads of this cable stay construction which connects both sides of the Cooper River.
Two 175 m high piers at a distance of 472 m from each other, take the loads of this cable stay construction which connects both sides of the Cooper River.