Boston, MA
Logan International Airport Terminal E
Scope/Solutions
The Terminal E Ticketing Concourse is an open space approximately 75 ft wide and 625 ft long. The floor structure is a lightweight slab on composite metal decking and includes a concrete overlay with an epoxy terrazzo floor surface. After the contractor placed the 4 in. thick overlay, they observed lifted slab edges, cracks, and hollow-sounding areas in some locations. The contractor retained SGH to investigate the problem and provide repair options.
Highlights of SGH’s work include the following:
- Evaluated the causes of the overlay problems using a fault tree analysis
- Recommended removal and replacement of the overlay due to the potential for reflective cracking of the terrazzo at the edges of repair areas
- Designed and specified the demolition of the original overlay and repair of demolition damage in the structural slab
- Designed the replacement overlay with special reinforcement details and a shrinkage-reducing admixture to avoid a recurrence of the problem
- Developed procedure briefs to assist the contractor with repairs of surface chips, shallow delaminations, and moderate and large size spalls in the structural slab.
- Visited the job site to identify spall areas in need of repair, to observe work progress, to evaluate conformance with repair procedures, and to resolve anomalous conditions
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Project Summary
2004
Completion Date
Solutions
Repair & Rehabilitation
Services
Structures
Markets
Infrastructure & Transportation
Client(s)
Modern Continental Construction
Specialized Capabilities
Repair & Strengthening | Temporary Construction
Key team members
Additional Projects
Northeast
LaGuardia Airport, Airfield Configuration Program
LaGuardia Airport and Delta Airlines determined Terminals C and D had exceeded their useful life and were undersized for future needs. SGH consulted on the building enclosure for the new terminal, featuring glass curtain wall and metal wall panels.
Northeast
Hultman Aqueduct
Following the completion of the MetroWest Water Supply Tunnel, MWRA was able to dewater a section of the Hultman Aqueduct for the first time since its construction in the late 1930s. SGH conducted a condition inspection of the 1.8 mi long, dewatered section of the aqueduct.