C1 - Boston Central Artery

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.

 

 
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