Forensic Soil Report

The Hidden Threat of Stephen-Urban land complex, 1 to 4 percent slopes for Homeowners in Irving

Analysis ByElias Thorne, P.E.
Last UpdatedFebruary 2026

Geological Profile: Irving, TX

Soil TypeStephen
Plasticity (PI)32.0
Expansion Potential4.5% LEP
Risk ClassHIGH

What is Stephen-Urban land complex, 1 to 4 percent slopes?

Stephen-Urban land complex, 1 to 4 percent slopes is a highly expansive clay soil formation common in Irving. It is characterized by a high silica content that causes it to absorb water and swell volume by up to 4.5%. Engineers value it for agriculture but fear it for construction due to its "shrink-swell" volatility.

Why Irving Foundations Fail

If you live in Asian Trade District, or surrounding areas, your home is interacting with this critical geology. Unlike stable sandy loams, Stephen clay moves.

The defining metric is the Plasticity Index (PI) of 32.0. A PI over 25 is "Severe." The soil acts like a sponge—expanding with tremendous hydraulic force when wet and shrinking away from the slab when dry. This cycle snaps concrete beams.

The "Active Zone" Depth

In Irving, the "Active Zone"—where moisture levels fluctuate—extends 12-15 feet deep. Standard builder piers often stop at 8 feet. This mismatch is why we see repetitive failures in 75039.

"Homeowners in Irving often pay for 'Standard Press Piles' that sit inside the active zone. When the Stephen-Urban land complex, 1 to 4 percent slopes moves, the pier moves with it."
- Elias Thorne, Lead Forensic Engineer

3 Signs of Stephen Soil Failure

  • Diagonal Shear Cracks: Extending from door/window corners (45-degree angles).
  • Friable Soil Gap: Soil pulling 1-2 inches away from the foundation perimeter in summer.
  • Sticking Doors: Specifically on the exterior walls relative to the center of the home.

Engineering Protocol: Correct vs. Incorrect

MethodSuitability for Stephen-Urban land complex, 1 to 4 percent slopesVerdict
Pressed Concrete PilingOften shallow (8-10ft); relies on friction in active clay.Avoid ❌
Steel Piers (E3000)Driven to absolute refusal (rock/shale) below active zone.Recommended ✅
Bell-Bottom PiersDrilled concrete; excellent stability but higher cost/mess.Viable Option

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Neighborhood Watch

We are monitoring elevated PI readings in these areas:

Asian Trade District

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