Case Study 551-3

 

ATLAS
RESISTANCE
PIERS

Damaged Foundation Drains
Cause 1-1/2 Inch Settlement of New House

Snowmass Village, Colorado

 

Installed by:

Stabilization Technology
Grand Junction, Colorado

 

DAMAGED DRAIN LINE CAUSE SETTLEMENT!

Split level residential structure

Description of the Structure: The custom built split level residential structure is of wood frame construction with wood siding, wood floor and composition shingle roof. The foundation is a concrete stem wall on a concrete footing.

Cause of the Problem: During final grading, the contractor crushed the foundation drain lines near the entry. Water was trapped adjacent to the footing. As a result, water saturated the soil and caused the footing to settle at the front wing of the house.

Soil Description: No soil information was available. The house is situated on a sloping lot. The garage is at grade level and the living areas are split above and below grade. The rear of the structure has a "walk-out" basement. Based upon the pier installation records, the soil profile consisted of fill soil and 10 to 15 feet of clay over a very dense stratum or rock layer.


PROJECT SUMMARY
Repaired By: Stabilization Technology, Grand Junction, Colorado
Average Drive Force: 40,000 pounds
Average Lift Force: 23,000 pounds
Number of Piers: 3 ATLAS AP2S-3500 2-Piece Piers
Average Depth: 22 Feet
Average Factor of Safety: 1.74 : 1 Working F.S.
3.70 : 1 Ultimate F.S.

 

Pier Installation Summary

 

QUICKLY INSTALLED!

After excavation, the footing was notched to place the structural load directly over the ATLAS RESISTANCE PIERS. Then the pier pipe was driven vertically to a suitable bearing stratum and tested to an average force of 40,000 pounds before the structure was restored.

The photograph above shows pier number 1 being driven at the front corner of the structure. Piers 2 and 3 have already been installed.

SUCCESS!

Once all of the ATLAS RESISTANCE PIERS were driven to a suitable load bearing stratum and tested, the structure was gently and evenly lifted using multiple hydraulic rams, a manifold assembly, and a hand pump.

The photo at right shows the project after lifting and prior to backfill.

Pier number 1 being driven

Atlas Resistance Pier

Chance Civil Construction
1026-B South Powell Road
Independence, MO 64056
Office: (816) 796-6800
Fax: (816) 796-0919
Toll Free: (877) 285-2739
Email: info@atlassys.com