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POST-TENSIONED
ANCHORS

 

 

Haxall Canal

Headgate Structure

Richmond, VA

 

General Contractor:

W.F. Magann Corp.

 

Project required 18 anchors designed as HP 8x36 steel beams drilled and grouted with 15’ - 18’ embedment into rock.

 

15" diameter hole drilled into rock using Down-the-Hole hammer.

 

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Technical Foundations, Incorporated
P.O. Box 50282 w Richmond, VA  23250 w (804) 328-4500 w fax: (804) 328-4510
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Last modified: June 19, 2007