Helical pilings were used to underpin existing columns which needed to support additional load from a 2nd story addition. Helicals were also used to support the expansion of a pavilion overlooking the golf course.
Project Summary:
- Helical Pile Type: IDEAL 2 7/8″ Pipe Piles (203 wall)
- # of Helical Piles: 33
- Location: Haddonfield, NJ
- Installation Depth: 31′
- Helix Plates/Ultimate Pile Capacity: 10″- 12″- 14″ / 30 Kips
- Equipment Used: Mini Excavator w/12K5 Prodig Drivehead
- Challenge/Unique Aspect: Minimize destruction to the landscaping while allowing the clubhouse to remain fully operational throughout construction.
- Danbro Installer: Littleton Contractors
- Engineer/Architect: Structural-Gencorelli Engineering
Geotechnical Engineer-Earth Engineering