This new bridge is a 3-span variable depth structure consisting
of cast-in-place segmental concrete box girder. The spans
of the bridge are 106m, 174m and 133m. The bridge deck is
13m wide. The superstructure will be built utilizing the balanced
cantilever construction method from the two interior piers
and cast-in-place construction on falsework at the abutments.
The superstructure of the bridge varies in depth from is 9.6m
deep at Pier Nos. 2 and 3 to 3.5m at the ends and mid span
of the bridge.
Services
Provided by FINLEY
• Construction engineering services
• Preparation of integrated shop drawings
• Construction analysis of MCM’s construction
scheme
• Construction and Geometry Control Manuals
• Stressing data for the post-tensioning tendons