The Baldwin Bridge provides a twin structure
crossing (four traffic lanes, with two shoulders) for Interstate
Route 95 over the Connecticut River between the communities
of Old Lyme and Old Saybrook. Perini/PCL/O&G, a Joint
Venture, were awarded the project, based on a bid price of
approximately $93.8M for the concrete segmental in December
of 1989. (The low steel bid was $99.9M).
The concrete segmental alternate is composed of parallel bridges,
2,529-ft. long, with spans varying from 177-ft. to 275-ft.
long, typical spans are 240-ft. long. The westbound roadway
is 86-ft. wide and the eastbound roadway is 77-ft. wide. Each
segment is a “strutted” twin web, box girder,
12-ft. deep, weighing between 150- and 170-tons, and is longitudinally,
transversely, and vertically pre- stressed.
Because of the site and project restraints, the Contractor
proposed an alternate erection scheme in which the precast
segments are placed in balanced cantilever by an overhead
launching gantry, without interruption to the river traffic.
The overhead gantry consisted of dual trusses, 17-ft. deep
and 430-ft. long. Total weight of the gantry is 600-tons.
One year was required to design, fabricate and commission
the gantry.
The project was opened to traffic in late May of 1993.
Services
Provided:
• Integrated Segment Drawings
• Geometrical Control of Casting, Erection, and Procedural
Manuals
• Casting Curves
• Analysis of Construction Loading
• Design of Erection Equipment and Falsework
• Erection Procedures
• Post-Tensioning Calculations
• On and Off-Site Technical Assistance
• Load Analysis