SD Post Tensioning

Featured USA Projects

The Residences Natick, Massachusetts, USA
The Residences Started:
Completed:

PT Details:
June 2006
December 2006

· Unbonded System
· 160,000 sq ft of PT slabs and beams
River House Grand Rapids, Michigan, USA
River House Started:
Completed:

PT Details:
February 2007
In progress

· Bonded and Unbonded Systems
· Vertical PT in shear walls
· Vertical PT using multistrand CCL-E2 anchors
· Transfer Girders using multistrand CCL-E5 anchors
· Supply of Unbonded PT System
The Wilmot Cancer Center Rochester, New York, USA
The Wilmot Cancer Center Started:
Completed:

PT Details:
October 2006
March 2007

· Bonded Flat Slab System
· 140,000 sq ft of PT slabs
· Supply of CCL Bonded flat slab anchors and ducts
Natick Mall Deck D Natick, Massachusetts, USA
Natick Mall Deck D Started:
Completed:

PT Details:
January 2007
In progress

· Unbonded System
· 200,000 sq ft of PT beams and slabs
· 0.5" and 0.6" unbonded fully encapsulated tendons
Gaylord National – Resort & Convention Center Oxon Hill, Maryland, USA
Gaylord National Resort & Convention Center Started:
Completed:

PT Details:
October 2005
In progress

· 2 Million sq ft of PT slabs and beams
· Post-tensioned transfer girders
· Unbonded system
· DHME-CCL E5 multistrand bonded system
Carnegie Mellon University Parking Pittsburgh, Pennsylvania, USA
Carnegie Mellon University Parking Started:
Completed:

PT Details:
June 2005
September 2005

· Unbonded system for the parking structure
· 70,000 sq ft of PT slabs on structural steel beams

Featured CCL Group Projects

The Helicon London, England
The Helicon Started:
Completed:

PT Details:
January 1998
August 1998

· 7-story office block with 12" deep floor slab
    - saved 2 metres in building height
    - allowed increased spans for flexible interior office layout
· Ancon CCL - UN15 unbonded system
Wanders Hotel Johannesburg, South Africa
Wanders Hotel Started:
Completed:

PT Details:
1999
1999

· 230 bedroom hotel complex, designed with deluxe and presidential suites
· CCL unbonded anchorages
· 150,000 sq ft of post-tensioned floor area
· 495 tons of rebar
Burj Dubai Development – Residences Dubai, UAE
Burj Dubai Residences PT Details: · 6 residential towers
· DHME-CCL S5 System
· Total of 1,300,000 sq ft of PT slabs (two-way)
KNPC Head Office Safat, Kuwait
KNPC Head Office PT Details: · DHME-CCL FS System
· 72,000 sq ft of post-tensioned floor area
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