Helical Piers Support Historic Tower at Stetson University in DeLand, FL
Challenge
Hulley Tower is a historic landmark constructed in 1934 at the Stetson University campus in DeLand, Florida. The original tower was 116 feet tall with a mausoleum at the base for Dr. Lincoln Hulley and his wife, Eloise. The structure also served as a bell tower with eleven bronze bells, called the Eloise Chimes, with weights ranging from 575 to 2,850 pounds. The tower was damaged during the 2004 hurricane season, which resulted in the removal of the bell tower and tower walls above the mausoleum. Reconstruction efforts began in 2023, which would bring the tower back to its original height.
A geotechnical investigation in 2024 showed about 3 inches of differential settlement at the foundation. The soil profile below the foundation consisted of very loose sand to a depth of about 12 feet underlain by loose to medium dense sand to a depth of about 33 feet, where it transitioned to very stiff clay. A structural evaluation of the foundation resulted in recommendations to remove and reconstruct the foundation using a deep foundation system. A mat foundation with plan dimensions of 30 feet square and supported on a deep foundation system was recommended for the reconstruction. The site access was limited due to the location in a courtyard surrounded by large trees.
Solution
Helical piers were selected as the preferred deep foundation option for the tower foundation due to their ability to work around tight access areas, quick installation, and lower costs relative to other deep foundation options. The mat foundation was designed with 49 helical pier locations at approximately 4-foot centers, with service compression loads of 31.4 kips per pier. The Model HP288 (2.875-inch OD by 0.276-inch wall) hollow round shaft helical pier system with a 10”-12”-14”-14” helix plate configuration and new construction brackets was selected for the mat foundation support. The helical piers were installed to depths of 21 to 54 feet after achieving a torque-correlated ultimate capacity of at least two times the service load. The 49 helical piers were installed over a period of 6 days.
Project Summary
Structural Engineer: BBM Structural Engineers/Bechtol Engineering
General Contractor: Williams Company
Helical Pier Designer: FDN Engineering
Helical Pier Installer: LRE Foundation Repair
Product Installed: (49) Foundation Supportworks® Model 288 Helical Piers, Service Compression Loads of 31.4 kips, Installed Depths of 21 to 54 feet.