Boise – Fair Grounds, Idaho Mar 12, 2026
Download project slidesAfter the bridge abutment excavation, compacted road mix dried out and developed cracks and fissures. The rebar structure had already been built on top of the fill before the fissures appeared. Leaving the soils in this condition risked future settlement and could have forced costly rework and schedule delays.
We installed steel deep injection tubes on a tight spacing pattern to ensure full coverage, then injected structural foam at depth to improve soil integrity and load-bearing capacity throughout the support zone. This approach stabilized the subgrade without dismantling and rebuilding the rebar assembly.
Explore Soil Stabilization, Chemical Shoring & Permeation Grouting →The contractor avoided major rework and saved significant cost. The treated area achieved rapid strength gain, reaching most of its strength in minutes, so bridge construction could continue immediately.
We assess the site and test the soil before recommending a repair.
A newly developed neighborhood was built on 12 feet to 35 feet of fill material. Over the course of the first few years homeowners experienced differential foundation settlem…
Read the projectMany concrete leveling quotes are based on a quick visual inspection, a few measurements, and assumptions about the cause. In reality, settlement can be driven by deep soil i…
Read the projectIn foundation lifting projects using helical or push piers, a void often remains between the footing and the ground after elevation is restored. If that gap is not properly f…
Read the project