Case Study

New Mississippi River Bridge

  • Proposed record-breaking cable stayed road bridge
  • Detailed design analysis
  • Advanced 3D nonlinear, dynamic and staged construction analyses

Mississippi River Crossing (Original Proposed Design)

If built, the New Mississippi River Bridge would be a record-breaking, cable-stayed structure linking the States of Illinois and Missouri in the USA, helping to relieve traffic on other bridges across the river. The designer, Modjeski and Masters, was chosen by the Illinois and Missouri Departments of Transportation to perform both the bridge-type study and to provide preliminary and final design for the proposed bridge.

Facts and figures
  • Cross-sectionAt 222 feet (68m) in width, the Mississippi River Bridge will be the world’s widest cable-stayed structure.
  • It will carry eight traffic lanes with shoulders that provide for four additional lanes in the future.
  • The total length of the bridge is approximately 3,150 feet (961m).
  • The main span of 2,000 feet (610m) will be the longest clear span across the Mississippi River, the longest cable-stayed span in the Western hemisphere and the fifth-longest cable-stayed span in the world.
  • Two 510 foot (155m) high single pylon towers will soar 435 feet (133m) above the roadway.
  • It will be the first major cable-stayed bridge to use three planes of cables in the main span.

Elevation

 

Modjeski and Masters is using LUSAS Bridge to assist with a number of global and local analyses of the structure because of the advanced 3D nonlinear, dynamics and staged construction facilities that it offers for this type of work.

Analyses with LUSAS Bridge will include:
  • Static analysis under dead loads
  • Moving load analyses, including fatigue load determination
  • Nonlinear static stability analyses of the free-standing towers and of the completed bridge
  • Frequencies and mode shapes
  • Spectral earthquake analyses in 3D
  • Modelling of creep in the concrete towers during construction and in service to model code CEB-FIP90
  • Staged construction analysis of the deck erection sequence
  • Detailed analysis of forces in cellular concrete components 
  • Detailed analysis of steel plate stresses at connections and cable anchorages

For more details on this project visit the Mississippi River Bridge Crossing website.

 

 

Any modelling and analysis capabilities described on this page are dependent upon the LUSAS software product and version in use.

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