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 →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 inspect the site and measure the soil before recommending a repair.
A homeowner built a concrete dam in a creek to create a pond for irrigation storage. During backfill, boulders and road mix were placed around the structure. Once the pond fi…
Read the projectCracks at the base of grain bins were allowing water to enter the silo, causing grain rot and financial loss. Previous attempts using surface sealants and even spray foam coa…
Read the projectThis site presented two related issues. Water was leaking around the main pipe entering the cistern, escaping through concrete at the penetration. Over time, the leak caused…
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