Connecticut Tennis Center (Yale University)

Location:

New Haven, CT
 

Precaster:

Blakeslee Prestress, Inc., Branford, CT
 

Owner:

CT Tennis Foundation; City of New Haven; Yale University
 

Architect:

Edward Larrabee Barnes / John M.Y. Lee & Partners
 

Designer-Builder:

KBE Building Corporation, Farmington, CT
 

Structural Engineer:

Spiegel Zamecnik & Shah Inc.
 

Landscape Design:

BL Companies, Meriden, DT
 

Erector:

Blakeslee Prestress, Inc., Branford, CT
 

Project Scope

 
 
 
 
 
 
Connecticut Tennis Center (Yale University)
Connecticut Tennis Center (Yale University)
Connecticut Tennis Center (Yale University)
Connecticut Tennis Center (Yale University)
Connecticut Tennis Center (Yale University)
Connecticut Tennis Center (Yale University)
Connecticut Tennis Center (Yale University)
Connecticut Tennis Center (Yale University)
Connecticut Tennis Center (Yale University)
Connecticut Tennis Center (Yale University)
Connecticut Tennis Center (Yale University)
Connecticut Tennis Center (Yale University)
Connecticut Tennis Center (Yale University)
 
 
 
 
 
 
 
 
 
 
 
 
 

Unique Features

  • A temporary 14,000+ seat stadium was built just in time for the 1990 Volvo Tennis Tournament.
  • The permanent stadium was built in time for the 1991 Volvo Tennis Tournament.
  • With heavily wooded areas to the North, South, and West of the site, dramatic cantilevered stairs were incorporated to preserve the beauty of the project site.
  • All exposed precast concrete members were cast with a stone aggregate and lightly sandblasted to obtain a uniform and attractive finish.
  • The octants are separated by expansion joints designed to accommodate shrinkage and thermal movements and to prevent pounding of one segment against another in an earthquake.
  • The elevation of the site was several feet below the 100-year flood level.
  • 80 ton capacity pressure injected footings were chosen for column loads ranging from 50 to 600 tons.
  • The foundations were required to take significant seismic loads, and some were designed for substantial moments transmitted from column bases.
 
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