Year: January 2017
Dealer: Techno Metal Post Hudson Valley
Engineer in charge of the project: Geotechnical and Structural Engineers on site
Location: Beacon, New York, USA
Main contractor: Lambert et Grenier
Project objectives: Restore and support existing structure of two-storey building
Specific challenges:
Advantages: Helical Piles (Piers) were the only solution for fixing and restoring this building due to the fact of the depth required to reach shale rock without disturbing the ground. Excavating the concrete piers would have caused them to sink further and would have made the building irreparable. Helical piles were the only solution. The proprietary installation equipment due to it size became the only type of helical pier installation equipment that could be used to access the basement.
Materials used:
Type of soil: Sandy Clay to 7 feet down and at 7 feet Shale solid rock
Equipment used: R2D Electric Hydraulic Motor
Bearing Capacity: 20,000 lb and R2D reached refusal.
*******Insertion depth: Approximately 9 feet
Structural details: Two-storey, commercial/residential building with 3 residential tenants and one commercial tenant on the main floor. Building was flooded with 3 feet of water and began to sink 1 to 1 ½ inches. The building was underpinned and helical piles were installed to lift and support the building. The foundation was restored to its original height and became structurally sound.
SCREW PILES
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