Process
Our Concrete Foundation Construction Process
Foundation construction projects in Irving follow a geotechnically driven sequence that begins with soil investigation review and ends with structural engineer certification. The steps below reflect how we manage that sequence for commercial and industrial building foundations on Blackland Prairie clay.
Step
Geotechnical review and foundation system confirmation
We begin every foundation project by reviewing the geotechnical report with the structural engineer of record and the geotechnical engineer to confirm pier depths, pier diameters, and the slab system design. On Irving Blackland Prairie clay sites, pier depths typically range from 15 to 25 feet depending on site-specific soil conditions and building loads. If the existing geotechnical data does not reflect current site conditions — for instance, on a site with recent fill or a site where previous construction may have altered the moisture profile — we commission additional borings before the structural drawings are finalized.
Step
Site preparation and underground utility layout
After the foundation permit is issued, site preparation begins with rough grading and underground utility layout. All underground plumbing, electrical conduit, and gas piping within the building footprint is located and staked before drilled pier work begins, because pier drilling equipment cannot safely operate within the zone of influence of existing underground utilities. We request a 811 utility locate before any excavation and maintain the utility locate records as part of the project documentation.
Step
Drilled pier installation and geotechnical field observation
Drilled pier installation proceeds pier by pier, with the geotechnical engineer's field representative present during drilling to log the soil profile encountered and confirm when each pier has reached the specified bearing stratum. If a pier encounters soft soil below the expected bearing depth, the geotechnical engineer directs the drilling subcontractor to extend the pier to a deeper competent stratum. Concrete is placed in each pier immediately after drilling is complete to prevent water infiltration or sidewall sloughing in the Irving clay. Casing is used in piers that encounter groundwater or unstable sidewall conditions.
Step
Grade beam, stem wall, and slab reinforcement
After piers are placed and cured, grade beam forms are set to the survey layout and reinforcement is placed per the structural drawings. Stem walls for tilt-wall panels are formed and poured integrally with the grade beam to ensure a monolithic connection. Post-tension tendons are laid in the slab field between the grade beams per the structural engineer's tendon layout drawings. Underground utilities are stubbed up through the slab field in the locations confirmed during the underground coordination review. The geotechnical engineer provides a slab subgrade inspection to confirm that the clay subgrade is at the specified moisture content before the slab is formed.
Step
Slab placement, post-tension stressing, and structural certification
Foundation slab concrete is placed using a pump truck from a consistent delivery sequence to minimize cold joint risk in large floor areas. Surface finishing is performed to the F-number flatness specification using a laser screed or ride-on power trowel sequence appropriate for the specified FF/FL values. Post-tension tendons are stressed at the structural engineer's specified concrete compressive strength — typically 2,000 to 2,500 psi, which is usually reached at 3 to 7 days after placement on an Irving summer schedule. Stressing records are submitted to the structural engineer for review, and the structural engineer of record issues a foundation certification letter that is required for the building permit progression.