Owner
NJ Transit
Contractor
George Harms Construction Company, Inc.
Designer
Hardesty & Hanover, Gannet Fleming
Our Role
McB was responsible for the design of the precast soffit system used to construct the river pier footings. This task included the final soffit design with shop drawings, precast concrete rigging details, and footing construction procedures. McB designed temporary hanger support for synchronized lowering of the soffits.
Total Contract Value
$595 Million
Timeline
2020-2026
Construction Method and Specifications
The project includes all substructure construction, including but not limited to eighty-four 8’ diameter drilled shafts up to 225 feet deep with the associated pier work. The two Lift Piers, to be constructed to support the lift bridge, contain over 3,500 cubic yards of concrete. Approach span superstructure construction consists of 24 spans of six steel girders, per span, with a steel plate superstructure and ballast stone. Temporary trestles will facilitate construction from each river bank necessary for access to construct the sub and superstructure.