Abraham Lincoln High School Addition - Council Bluffs, IA
Challenge
March 2009 -- The Abraham Lincoln High School was built in 1960 with construction consisting of poured concrete foundations, steel framing and masonry block walls. A renovation and three additions were planned in 2009. With the planned additions, excavations would be made around and below four existing exterior column footings for utility installation and placement of new wall footings. These columns would therefore require temporary support during construction to prevent settlement/movement of the columns and damage to the existing structure. Test borings completed for the project extended to depths of 15 to 25 feet and encountered lean clay fill to depths of 4 to 19 feet over native lean clay and silt (Peoria loess). The consistency of the native soils was described as firm to hard. Groundwater was not encountered in the test borings.
Solution
Helical piers were selected to provide temporary support for the four columns. The design included 16 piers, four on each column, and each pier to support a design working load of 20 kips. The helical pier configuration consisted of 2 7/8-inch OD by 0.276-inch wall hollow round shaft with 10"-12"-14" triple-helix lead sections. With their past experience installing helical piers within and through the silty Peoria loess, Thrasher Basement Systems anticipated pier depths greater than the depths of the soil borings. The piers were advanced to average depths of 33 feet in order to generate installation torques correlating to ultimate pier capacities of at least 40 kips (FOS ≥ 2). Retrofit brackets were set and the design loads were applied to the piers with hydraulic cylinders.
Project Summary
Architect: BCDM
Structural Engineer: Nielsen-Baumert Engineering
Geotechnical Engineer: Thiele Geotech, Inc.
General Contractor: Prairie Construction
Certified Pier Installer: Foundation Supportworks by Thrasher
Products Installed: (16) Foundation Supportworks™ Model 288 Helical Piers, 10"-12"-14" Lead Section, Installed to an average depth of 33 feet, 20 kip Design Load
