Critical Risk Zones (Action Required)
Why Foundations Fail in Allen, TX
In-depth analysis of the PI 44.0 soil active zone in Allen and why standard pressed pilings often fail here.
Read Engineering ReportWhy Foundations Fail in Dallas, TX
In-depth analysis of the PI 44.0 soil active zone in Dallas and why standard pressed pilings often fail here.
Read Engineering ReportWhy Foundations Fail in Dallas, TX
In-depth analysis of the PI 30.0 soil active zone in Dallas and why standard pressed pilings often fail here.
Read Engineering ReportWhy Foundations Fail in Dallas, TX
In-depth analysis of the PI 36.0 soil active zone in Dallas and why standard pressed pilings often fail here.
Read Engineering ReportWhy Foundations Fail in Frisco, TX
In-depth analysis of the PI 37.0 soil active zone in Frisco and why standard pressed pilings often fail here.
Read Engineering ReportWhy Foundations Fail in Frisco, TX
In-depth analysis of the PI 40.0 soil active zone in Frisco and why standard pressed pilings often fail here.
Read Engineering ReportWhy Foundations Fail in Garland, TX
In-depth analysis of the PI 47.0 soil active zone in Garland and why standard pressed pilings often fail here.
Read Engineering ReportWhy Foundations Fail in Irving, TX
In-depth analysis of the PI 32.0 soil active zone in Irving and why standard pressed pilings often fail here.
Read Engineering ReportWhy Foundations Fail in McKinney, TX
In-depth analysis of the PI 44.0 soil active zone in McKinney and why standard pressed pilings often fail here.
Read Engineering ReportWhy Foundations Fail in Mesquite, TX
In-depth analysis of the PI 40.0 soil active zone in Mesquite and why standard pressed pilings often fail here.
Read Engineering ReportWhy Foundations Fail in Plano, TX
In-depth analysis of the PI 44.0 soil active zone in Plano and why standard pressed pilings often fail here.
Read Engineering ReportWhy Foundations Fail in Plano, TX
In-depth analysis of the PI 28.0 soil active zone in Plano and why standard pressed pilings often fail here.
Read Engineering ReportWhy Foundations Fail in Richardson, TX
In-depth analysis of the PI 47.0 soil active zone in Richardson and why standard pressed pilings often fail here.
Read Engineering ReportWhy Foundations Fail in San Antonio, TX
In-depth analysis of the PI 28.0 soil active zone in San Antonio and why standard pressed pilings often fail here.
Read Engineering ReportWhy Foundations Fail in The Colony, TX
In-depth analysis of the PI 39.0 soil active zone in The Colony and why standard pressed pilings often fail here.
Read Engineering ReportRegional Soil Profiles
Austin Soil Guide
Urban land, Austin, and Whitewright soils, 1 to 8 percent slopes
Read Analysis →Blue Springs Soil Guide
Sibley-Urban land complex, 2 to 5 percent slopes
Read Analysis →Dallas Soil Guide
Urban land
Read Analysis →Edmond Soil Guide
Stephenville-Urban land-Newalla complex, 1 to 8 percent slopes
Read Analysis →Edmond Soil Guide
Piedmont silt loam, 1 to 3 percent slopes
Read Analysis →Flower Mound Soil Guide
Gasil fine sandy loam, 1 to 3 percent slopes
Read Analysis →Houston Soil Guide
Gessner occasionally ponded-Urban land complex, 0 to 1 percent slopes
Read Analysis →Kansas City Soil Guide
Udarents-Urban land complex, 2 to 9 percent slopes
Read Analysis →Lees Summit Soil Guide
Udarents-Urban land-Sampsel complex, 2 to 5 percent slopes
Read Analysis →Lewisville Soil Guide
Konsil fine sandy loam, 1 to 3 percent slopes
Read Analysis →Norman Soil Guide
Kirkland silt loam, 0 to 1 percent slopes
Read Analysis →Oklahoma City Soil Guide
Urban land
Read Analysis →Tulsa Soil Guide
Glenpool loamy fine sand, 3 to 15 percent slopes
Read Analysis →