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Atlas Resistance^® Pier Underpinning Case Histories

FOR REMEDIAL REPAIR ONLY

Residential Structures

Sport Star's Home, Salt Lake City, UT (Bulletin 01-0707)
Two Year Old Home, Corrosive Soil, Holland, MI (Bulletin 01-0712

Commercial Structures

Cold Storage Warehouse (Bulletin 01-0704)
Forge Press, Springdale, AR (Bulletin 01-0705)
Loading Dock Column, Arlington Heights, IL (Bulletin 01-0706)
Mall Pre-Drilled Piers, Oklahoma City, OK (Bulletin 01-0708)
Credit Union Restoration, Montrose, CO (Bulletin 01-0709)
Support for Adjacent Excavation, Grand Junction, CO (Bulletin 01-0710)
Pedestrian Bridge Restoration, Frankfort, KY (Bulletin 01-0711

Atlas Resistance^®: Commercial & Industrial

Consolidation of Fill Soil Causes Foundation Failure (Case Study 110-907-13)
Failed Foundation Threatens Electrical Power at a University! (Case Study 227-2002-1)
Compacting Fill Material Causes Column and Slab Failure (Case Study 172-907-1)
Settlement of an Office Building Built Over Land Fill (Case Study 110-1-9412)
Stair Tower at Quantico Marine Base Restored with Atlas Piers (Case Study 185-9307-1)
When a major computer manufacturer found themselves on shaky ground, they chose Atlas Resistance Piers for Support (Case Study 420-1)
The Porch Column Settled 8 inches (Case Study 532-1)
Chicago Orchestra Hall is Remodeled Atlas Resistance Piers Support Column Loads of up to 150,0000 Pounds (Case Study 590-1)
Send the Students Home! The School Building Has Failed (Case Study 180-1)
Useless Water Storage Tank Restored To service Quickly and at Low Cost (Case Study 995-2)
Settlement of Fill Material During Construction of an Addition to a Bank (Case Study 110-8)
Atlas Resistance Piers Stabilize an Atlanta Retail Sports Store Built Upon (Case Study 110-10)
Atlas Resistance Piers are Used to Shore Existing Structure Prior to Excavation (Case Study 110-12)
Resistance Piers are used to support existing columns of a school auditorium (Case Study 590-3)
Atlas Resistance Piers Structural Stabilization during Excavation Adjacent to an Existing Foundation (Case Study 590-5)
A 135,000 Pound Subdivision Monument is Lifted Four Feet (Case Study 545-2)
Atlas Resistance Piers Keep Sales Up At The Mall, While Construction Goes Down (Case Study 985-2)

Atlas Resistance^®: Residential

Devos Residence: Renovation and Expansion (Case Study MI-01-0602)
Consolidation of Native soils under and adjacent to Fill Materials caused Foundation Failure (Case Study 180-2)
Home Built on 20 Feet of Peat Fails During Construction (Case Study 590-2002-6)
Plumbing leaks under my slab are ruining my house (Case Study 803-1)
Foundation Failure Caused by Incomplete Compaction of Fill Soil (Case Study 548-2)
Damaged Foundation Drains Cause 1-1/2 Inch Settlement of New House (Case Study 551-3)
Atlas-Helical Slab Piers and Atlas Resistance Piers are Used to Restore and Stabilize a New House (Case Study 110-9)
Mysterious Settlement of Historic House Restored with Atlas Resistance Piers (Case Study 578-3a)
I am Afraid That My Chimney Will Collapse (Case Study 995-1)

Chance^® Helical Pile Underpinning Case Histories

Residential Structures: Remedial Repair

Rembrandt Terrace, Dallas, TX (Bulletin 01-9608 p.4)
Chimney, Rockville, MD (Bulletin 01-9608 p.5)
Elerding Residence, Alaska Foundation Tech. (Bulletin 01-9608 p.16)
Balfour Residence, Vic Perry Construction, Inc. (Bulletin 01-9608 p.17)
Two-Story Chimney, Stable Foundation (Bulletin 01-9608 p.18)
One-Story Brick House, Stable Foundation (Bulletin 01-9608 p.19)
Wentworth Condominiums, Hamilton, Ontario (Bulletin 01-9608 p.23)
Charles Residence, McCormick Ranch, Scottsdale, AZ (Bulletin 01-9608 p.30)
Residence, Louisiana (Bulletin 01-9807)

Residential Structures: New Construction

Louvier Subdivision, Newark, DE (Bulletin 01-9608 p.7)
Chandler Residence, Bahia Bay, TX (Bulletin 01-9608 p.35)
Devos Residence, Grand Rapids, MI (Bulletin 01-0602)

Commercial Structures: Remedial Repair

Fairview High School, Boulder, CO (Bulletin 01-9608 p.3)
Chimney Creek, Genesse, CO (Bulletin 01-9608 p.6)
Pineland Baptist Church, Burlington, Ontario (Bulletin 01-9608 p.9)
VGO Pump Station, Tye, TX, Pride Refining (Bulletin 01-9608 p.10)
Montrose High School, D & B Drilling (Bulletin 01-9608 p.11-12)
Zecca Plaza, Vic Perry Construction, Inc. (Bulletin 01-9608 p.15)
Tohatchi High School, NM (Bulletin 01-9608 p.20-21)
Daimler Group, Columbus, OH (Bulletin 01-9608 p.22)
Talbot School, Billercia, MA (Bulletin 01-9608 P.26)
Layfayette Center, Kennebunk, ME (Bulletin 01-9608 p.27)
Harvard University, Cambridge, MA (Bulletin 01-9608 p.28)
Ken Keyes Jr. College, Coos Bay, OR (Bulletin 01-9608 p.29)
University of Pennsylvania, Philadelphia, PA (Bulletin 01-9608 p.33)
Pleasant Hill Baptist Church, Texas (Bulletin 01-9806)
University of Missouri, Engineering Building (Bulletin 01-9808)
Condominium Building, Richmond Hill, Ontario (Bulletin 01-0003)
ATS Mobile Telephone, Inc. Tower, Omaha, NE (Bulletin 01-0009)
RPS Warehouse, Ann Arbor, MI (Bulletin 01-0005)
Louisiana Urban Flood Control, Metairie, LA (Bulletin 01-0204)
Illinois State Fairgrounds, Springfield, IL (Bulletin 01-0205)
Kellogg House, Bay Head, NJ (01-0503)
Peterson Farms, MI (Bulletin 01-0603)

Commercial Structures: New Construction

Girl Scouts, New Pedestrian Bridge Design & Construction, Gilbersville, PA
Interstate Storage & Pipeline, New Bridge & Construction, Philadelphia, PA (Bulletin 01-0703)
Lake Austin Resorts, Austin, TX (Bulletin 01-9608 p.8)
Coastal Cities Imaging Center, RJG Construction (Bulletin 01-9608 p.13)
UPS Building Addition, D & B Drilling (Bulletin 01-9608 p.14)
Central Secondary School, London, Ontario (Bulletin 01-9608 p.24)
Yoshi's Restaurant & Jazz Club, Oakland, CA (Bulletin 01-9608 p.31)
Corestates Center Sports Complex, Philadelphia, PA (Bulletin 01-9608 p.32)
Federal Express Air Structure, Colorado Springs, CO (Bulletin 01-9608 p.34)
Multi-Generational Building, Burlington, VT (Bulletin 01-0002)
Billboard on Substation, Toronto, Ontario (Bulletin 01-0004)
C-Port One Cement Bulk Plant, Fourchon, LA (Bulletin 01-0006)
Railroad over a watermain, Toronto, ON (Bulletin 01-0007)
TVA Substation, Shelby County, TN (Bulletin 01-0101)

HELICAL PULLDOWN^® Micropiles Case Histories

Residential Structures: New Construction

Tasker Homes, Philadelphia, PA (Bulletin 01-0604)

Commercial Structures: Remedial Repair

Condominium Building, Richmond Hill, Ontario (Bulletin 01-0003)
RPS Warehouse, Ann Arbor, MI (Bulletin 01-0005)
Illinois State Fairgrounds, Springfield, IL (Bulletin 01-0205)
U.S. Navy Building Remodel, Virginia Beach, VA (Bulletin 01-0402)

Commercial Structures: New Construction

Multi-Generational Building, Burlington, VT (Bulletin 01-0002)
Billboard in Substation, Toronto, Ontario (Bulletin 01-0004)
C-Port One Cement Bulk Plant, Fourchon, LA (Bulletin 01-0006)
Railroad over a watermain, Toronto, ON (Bulletin 01-0007)
TVA Substation, Shelby County, TN (Bulletin 01-0101)
Richmond International Airport , Richmond, VA (Bulletin 01-0401)

Telecommunication Towers

Case History 02-0001
ATS Mobile Telephone, Inc. Tower, Omaha, NE (Bulletin 01-0009)

Boardwalks & Walkways Case Histories

Fish House Cove, Pennsauken, NJ (Bulletin 04-0701)
Boardwalk at Huntley Meadows, Fairfax County, VA (Bulletin 01-9308)
Instant Foundation System^® - Bridge Piles (Bulletin 04-0001)
Instant Foundation System^® (Bulletin 04-9801)

Telecommunication Case Histories

User List for Tower Foundations and Guy Anchors

Equipment Platforms

Guyed Towers

Self Supported Towers

SOIL SCREW^® Case Histories

Lighting Foundation Case Histories

Decorative Lighting, Edina, MN (Bulletin 02-0602)
Light Rail Parking Lot , Lutherville, MD (Bulletin 02-9802)
Saks Fifth Avenue, Sarasota, FL (Bulletin 02-9803)
Streetlight Foundations, Centralia, MO (Bulletin 04-9301)
Virginia Dept. of Transportation , Dinwiddie, VA (Bulletin 04-9603)

Case Histories

Atlas Resistance® Pier Underpinning Case Histories

Chance® Helical Pile Underpinning Case Histories

HELICAL PULLDOWN® Micropiles Case Histories

Telecommunication Case Histories

Atlas Resistance^® Pier Underpinning Case Histories

Chance^® Helical Pile Underpinning Case Histories

HELICAL PULLDOWN^® Micropiles Case Histories