The Hiram Bridge Project consists of dual bridge
structures that cross over a major highway and adjacent railway.
The total length of the crossing is approximately 250-m. with
the structures running parallel to one another for about 160-m.
before the alignment of one bridge diverges following a horizontal
curve.
The structures are concrete box girders with a depth of 2.4-m.
and top slab widths of 12-m. for one structure and 13.7-m
for the other. Span lengths for the two bridges vary from
22-m. to a maximum of just over 56-m. Box girders are to be
precast segmental with typical segment lengths of 3.14-m.
The total number of segments for both bridges is over 150.
The erection method for this project is to be the balanced
cantilever method using an overhead gantry. The overhead gantry
planned for this project was previously used on the Ayalon
Bridge Project, which also involved Finley McNary Engineers.
The successful bidder for the Hiram Bridge Project is Malibu/Ashcrete
of Israel.
Services
Provided
• Design Modifications to Box Girder Cross Section
• Construction Engineering
• Segment Shop Drawings
• Review of Erection Equipment and Methods
• Assembling Erection Manual
• Precasting and Erection Geometry Control
• Post-Tensioning Calculations
• On-Site Technical Assistance