From helical piles, earth retention systems, and load testing CIM Structural Solutions is the premier geotechnical solutions firm in the Northeast. We offer highly skilled engineering solutions that are critical to your current project. For more information about our services, and exclusive solutions like out Geo-Joist formwork, please contact us today!
For this four-story building, CMI installed a total of 218 micropiles consisting of a 7” main shaft and 16” bearing plate. The Piles were designed with a 65 ton working load and statically load tested to 130 tons.
CMI installed a Helical Pile Deep Foundation System to stabilize new foundations built on poor soil. The 7” diameter helical piles were installed approximately 60 feet below grade and load tested for two-times the design load.
CMI supported a two-story building by installing 132 micropiles consisting of a 7” main shaft and 20” bearing plate. The Piles were designed with a 75 ton working load and statically load tested to 150 tons.
CMI provided a full foundation package for this project, consisting of STELCOR Auger Grouted Steel Core Displacement Piles that were installed into glacial till material, at an approximate depth of 24 feet below grade.
For a new Kwik Fill Station, CMI was contracted to provide a Deep Foundation System. CMI installed STELCOR Auger Grouted Steel Core Displacement Piles consisting of a 3.5” pile shaft with a 12” helix. The foundation was complete in 9 days.
For this fishing dock on Lake Ontario, CMI was contracted to provide a Pile System and a Structural concrete slab for a new fishing dock on Lake Ontario. The project consisted of 46 helical piles that were installed down to the rock, 15 feet below the top of the dock.
CMI was contracted for an underpinning system for a water tank foundation that had sunk 5 -3/8.” CMI installed 16 Stelcor grouted piles that were tested to 60 tons opposed to the original 10 tons. Counterforce underpinning brackets and hydraulic jacks were used to lift the structure.
CMI installed an 18’ high wall using a “top down” method, which protected the existing structure from settlement during installation. The wall consisted of 5.5” diameter helical piles and 3.5” tieback anchors that helped retain earth for a new apartment foundation installation.
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