
Shrinkage Cracks: These are common, hairline cracks that appear as concrete dries and cures. They are usually superficial and generally not structural, but can become problematic if they widen or intersect anchor points.
Settlement Cracks: Occur when the underlying soil or sub-base settles unevenly, causing the concrete slab to bend and crack. These are often deeper and wider, indicating a compromised foundation.
Overload Cracks: Result from the concrete being subjected to forces beyond its design capacity. For a 2 post lift concrete foundation, this can happen if the slab is too thin, has insufficient compressive strength, or lacks proper reinforcement.
Thermal Cracks: Caused by expansion and contraction due to temperature fluctuations.
Deterioration Cracks: Resulting from freeze-thaw cycles, chemical attack, or rebar corrosion (rusting steel expands, cracking the concrete).
Detailed Visual Inspection:
Location: Note where cracks are (e.g., near potential anchor points, extending across the entire slab, confined to one area).
Pattern: Are they random, hairline, spiderweb, or do they follow a distinct pattern (e.g., straight lines indicating settlement or stress points)?
Width: Measure crack width (e.g., using a crack gauge). Wider cracks (over 1/8 inch or 3mm) are generally more concerning.
Depth: Determine if cracks are superficial or full-depth.
Movement: Look for signs of differential movement across the crack (one side higher than the other).
Spalling/Edging: Observe if concrete is chipping or flaking along the crack edges.
Verify Original Specifications:
Obtain blueprints or construction records of the slab to confirm original thickness, PSI, and reinforcement.
Core Drilling and Testing:
Take core samples from multiple locations, especially near potential anchor points.
Laboratory test these cores for actual thickness and compressive strength (PSI). This is crucial for verifying that the concrete meets the minimum 4-6 inches thickness and 3,000 PSI compressive strength typically required for two post lifts.
Sub-Base Evaluation (if possible):
Look for signs of settlement or moisture issues that could indicate a compromised sub-base.
Anchor Pull-Out Tests:
In some cases, controlled pull-out tests on potential anchor locations might be conducted to assess the concrete's ability to hold anchors.
Cracks at or Near Anchor Points: Any crack that intersects or is very close to a proposed anchor point is highly problematic. The concrete in this area needs to be pristine to ensure proper anchor function.
Wide, Deep, or Moving Cracks: Cracks that are wide (>1/8 inch), appear to go through the full depth of the slab, or show evidence of vertical or horizontal movement, strongly suggest structural instability.
Pattern Cracks Indicating Settlement: Cracks forming distinct patterns (e.g., "starburst" patterns from point loads, or straight lines indicating an underlying void) point to serious foundation issues.
Excessive Spalling or Deterioration: Concrete that is crumbling or severely deteriorated cannot provide a stable base for anchors.