I-95 Bridge - Projects Application

Main features used in this application Construction stage analysis with composite action Moving load analysis with concurrent member forces Section stiffness scale factor Node local axis for skewed bridge

Description on this project

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.

Fig. midas Civil Analysis Results for the I-95 Bridge
Fig. Concrete Deck Pumping under Live load along a Diagonal Expansion Joint
Fig. Diagonal Expansion Joint (left); Truck and Lane Loading Location at the Maximum Live Load Bending Moment Result (right)

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Project Contact 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
www.gm2inc.com
Email

Location

Connecticut, USA

Owner

Connecticut Department of Transportation

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