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Foundation repair 11.8.11
HILL BUILDERS, INC. 3762 Highway 82, Suite 2 / Glenwood Springs, Colo. P.O. Box 1208/ Glenwood Springs, CO 81602 Office: (970) 945-2100, Cell: (970) 379-9545 Project: Pier Log November 8, 2011 Horizontal Tiebacks Allen Residence Foundation Repair 108 Riverbend Way Glenwood Springs, CO Date Tieback Description Depth Angle 10/14/2011 1 12'-0" tieback with 8" and 10" plate 12'-0" 20 degrees 10/14/2011 2 12'-0" tieback with 8" and 10" plate 12'-0" 20 degrees 10/14/2011 3 12'-0" tieback with 8" and 10" elate 12'-0" 20 de I tees House Piers Date Pier Description Depth ft/lb Shear 10/14/2011 1 SS5 helical pile with 8" and 10" plate 27'-0" 3500 ft/lb 10/14/2011 7 SS5 helical pile with 8" and 10" plate 27'-0" refusal 10/19/2011 2 SS150 helical pile with 8" and 10" plate 27'-0" 3500 ft/lb 10/26/2011 4 Second test shear 27'-0" 4000 ft/lb 10/19/2011 3 SS150 helical pile with 8" and 10" plate 27'-0" 3500 ft/lb Second test shear 27'-0" 4000 ft/lb 10/20/2011 4 SS5 helical pile with 8" and 10" plate 28'-0" refusal 10/20/2011 5 SS150 helical pile with 8" and 10" plate 27-0" 3500 ft/lb Second test shear 28'-0" 4000 ft/lb 10/24/2011 6 SS150 helical pile with 8" and 10" plate 2T-0" refusal 10/25/2011 8 SS5 helical pile with 8" and 10" plate 28'-0" 3500 ft/lb Second test shear 28'-0" 4000 ft/lb Deck Piers Date Pier Description Depth ft/lb Shear 10/26/2011 1 SS5 helical pile with 8" and 10" plate 33'-0" refusal 10/26/2011 2 SS5 helical pile with 8" and 10" plate 33'-0" refusal 10/26/2011 3 SS5 helical pile with 8" and 10" plate 33'-0" refusal 10/26/2011 4 SS5 helical pile with 8" and 10" plate 33'-0" refusal 10/26/2011 5 SS5 helical pile with 8" and 10" plate 33'-0" 3500 ft/lb Second test shear 33'-0" 3500 ft/lb