Preloader Close

GSPrimo completed a geotechnical bearing capacity assessment for an existing canopy structure located on Sandwich Street South in Amherstburg, Ontario. The evaluation was conducted after foundation construction to verify soil bearing conditions and confirm adequacy of the installed foundations.

The investigation relied on Dynamic Cone Penetrometer (DCP) testing, review of construction photographs, and evaluation of structural drawings. GSPrimo assessed soil bearing resistance at foundation level and provided engineering confirmation of foundation performance, supporting informed decision-making and risk management for the completed structure.

   

Go To Top