Notice to proceed for Boston’s first segmental
bridge project was given in January 1997 to Modern Continental
Construction for their low bid of $108.6 million, of which
about 20% is for the segmental superstructure. The superstructure
is substantially completed and the entire project is scheduled
to be complete in September of 2001.
The C09C1 viaducts extend in a north south direction from
the I-93 Mass Avenue Interchange to Charlestown’s Sullivan
Square. The superstructure consists of two parallel box girders
over most of the 1820-ft. length, and three box girders at
the south end where Ramp AS (Albany Street) will provide access
to I93SB in its final configuration. The box girders are typically
connected by a 2-ft. wide longitudinal reinforced closure
joint. The spans vary from 110-ft. to 206-ft., with span lengths
dictated by the existing urban conditions. The longer spans
at the north end of the project utilize a Type 2 box girder
with the depth varying from 7-ft. to 10-ft. at the piers.
There are four distinct phases for erection of the superstructure,
each separated by demolition of existing structures and construction
of temporary structures.
Services
Provided:
• Integrated Segment Drawings
• Geometrical Control of Casting, Erection, and Procedural
Manuals
• Casting Curves
• Analysis of Construction Loading
• Erection Procedures
• Post-Tensioning Calculations
• On and Off-Site Technical Assistance
• Design Office Support
• Design of Erection Equipment and Falsework
OWNER:
Massachusetts
Highway Department
CLIENT:
Modern Continental
Construction Company, Inc.