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I-95 Bridge

Connecticut, USA

Main features used in I-95 Bridge
  • Construction stage analysis with composite action
  • Moving load analysis with concurrent member forces
  • Section stiffness scale factor
  • Node local axis for skewed bridge
Project Information
Owner
Connecticut Department of Transportation
General Contractor
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Architect
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Engineering Consultant
GM2 ASSOCIATES
Construction Period
Completed in 2013
Type of Project
Steel Plate Girder Bridge
Size of Structure
32m Main Span, 325m Total Length
Location
Connecticut, USA
Used Product
  • Modeling
  • Result
  • Panorama

This work includes reconstruction of an I-95 Bridge and construction of the new ramp S-1 bridge over Fulton Terrace. Welded steel plate girders are utilized to optimize girder spacing to coincide with the travel lanes. A three-stage construction of the I-95 Bridge is provided to maintain traffic in I-95 during the construction.

Project Contact
Engineering Consultant
GM2 ASSOCIATES
Address
115 Glastonbury Blvd., Glastonbury, Connecticut 06033, USA
Introduction
GM2 Associates was founded in 1988 and GM2’s engineers are licensed to practice all across most of the east of USA. They maintain significant in-house capabilities, ranging from complex seismic analysis to survey, construction inspection, bridge, hydraulics and drainage, bridge safety inspection, roadway, traffic, buildings and site engineering.
Website
https://www.gm2inc.com
Email
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