In Colorado’s Front Range, expansive clay is a primary driver of foundation heaving, which is the upward displacement of a structure. While both settlement (sinking) and heaving (rising) occur in the region, heaving is specifically triggered by the area’s unique geology.
Key details regarding expansive clay in the Front Range include:
Because the repair strategies for heaving (such as moisture control and deep helical piers) differ from those for settlement, a professional geotechnical evaluation is essential for properties in this region.
Choosing between foundation piering and crack injection involves weighing long-term structural stabilization against localized sealing. As family-owned and operated since 1996, we provide both services, but their costs reflect very different scopes of work. Crack Injection Epoxy Injection / Crack…
The ICC-ES AC358 (Acceptance Criteria for Helical Pile Systems) provides the essential framework we use to evaluate and verify helical pile lateral resistance. Unlike standard design tables, AC358 evaluation reports are based on results from full-scale testing conducted by accredited…
Determining the lateral load capacity for ICC-ES compliance involves a multi-layered engineering approach that combines full-scale laboratory testing, shaft geometry analysis, and field validation. To meet ICC-ES AC358 standards, the lateral capacity of our helical pier systems is determined through…
During the continuous special inspection of a helical pile installation, our team and the assigned special inspector must record specific field data to verify that the as-built foundation aligns with the engineered design and IBC 2026 requirements. We record the…
To ensure a compliant helical pile submittal under IBC 2026, a comprehensive documentation package is required. This package must satisfy the geotechnical, structural, and quality-control standards established in Chapter 18 of the code. The core submittal documents include: As the…
Copyright©2024 rmssco.com – By Martek Cloud