IBC Chapter 18 and ASCE 7-22 require site-specific geotechnical data for Seismic Design Category D. In Nashville, Davidson County enforces these provisions strictly due to the Central Basin's irregular bedrock surface. The weathered limestone of the Ordovician Ridley and Lebanon formations underlies much of the city. Variable residuum thickness—from 5 feet in Green Hills to over 80 feet near the Cumberland River—creates abrupt vertical changes in bearing capacity. A CPT test here provides continuous stratigraphic profiling that no SPT boring can replicate. For sites near the river, combining the CPT with a liquefaction assessment is standard practice due to shallow alluvium saturated during winter pool stages.
Continuous CPT profiling captures thin soft seams that interval-based SPT sampling inevitably misses in Nashville's transitional residuum.
