Location: Littleton CO, USA
Obstacles: Difficult to access in back yard of subdivision. Very little space between houses, and no access on the back side of the lot.
Type of Soil: Unknown, used torque correlation to validate pier capacity.
Advantages: Very little impact on site. No fences removed for heavy equipment. No mounds of dirt from excavation and no dirt to remove. Fast, simple, and cost effective.
Materials use: P3-10 with custom fabricated saddle bracket (8”x 4.2” x.5” plate w/ 8”x 8”x .375” walls)
Equipment used: R2D
pier Capacity: 12k/pier
Depth: 10 ft
Structure details: piers designed to connect directly to double LVL beam with multiple bolts for enhanced lateral support for the elevated addition.
HELICAL FOUNDATIONS
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