Peacock Ford
Challenge
LRE Foundation Repair (LRE) subcontracted under Schmid Construction, to provide the deep foundation solutions for the Peacock Ford project. The project consisted of complete demolition of the existing Eastern portion of the building, with the exception of the roof joist. The project was ever-evolving, as the demolition found an old existing foundation, beneath the known foundation. The working area was also limited, working around scaffolds and other trades.
Solution
Universal Engineering provided preliminary engineering along with soil borings. Due to the weak soil conditions onsite indicated in the borings provided. Florida Geotechnical Engineering (FGE), designed a helical pier system with a 10"-12"-14"-14" helix blade configuration. This would facilitate penetration through the organic layer, without reducing axial capacity. LRE was hired as the qualified helical pier installer. As the piers were installed, they hit existing deep column pads. Schmid Construction had most existing column pads removed, backfilled, and recompacted. Other existing pads required adjusting the layout of the piers, in the field by the EOR. As installation progressed to the Southern portion of the structure, torque capacities fell short. It was discussed with the EOR and determined 42 additional piers would be installed to meet the loading capacity of the new structure. In all 444) helical piers were installed, 15 to 73 ft/bgs, with a target torque of 5,650 ft/lbs.
Project Summary
Structural Engineer: Gutherman Structural Engineering
Geotechnical Engineer: Universal Engineering
Construction Manager: Schmid Construction
Certified Installer: LRE Foundation Repair, LLC
Products Installed: 96) Retrofit and 348) new construction - FSI HP228 piers with 10"-12"-14"-14" helix configuration