A contractor called us last year from a site near the Arkansas River in downtown Little Rock. They hit groundwater at 12 feet during a deep excavation for a new parking structure. The dewatering plan was failing. Why? The soil report assumed a generic permeability value from a textbook. No one had run an in-situ test. We mobilized within 48 hours and ran a series of Lefranc tests in the alluvial sands. The actual k-value was three times higher than assumed. That data changed the pump sizing overnight. In Little Rock, where the geology shifts from stiff shale to river terrace deposits within a block, a field permeability test is not a checkbox. It is the difference between a dry excavation and a flooded pit. Our team runs both Lefranc and Lugeon tests depending on the formation, always following ASTM D6391 for the packer setup.
A single Lugeon test in fractured Jackfork Sandstone can reveal a hydraulic conductivity 100 times greater than what a lab test on an intact core suggests.
