Ottawa sits on a complex glacial legacy: thick Champlain Sea clays in the east end, stony till across the central plateau, and loose post-glacial sands near the Rideau River floodplain. The grain size distribution of these deposits dictates everything from footing bearing capacity to frost heave susceptibility under CSA A23.3. A sieve analysis alone misses the silty fraction that governs drainage behavior in the city's sensitive Leda clays. That is why the hydrometer method is paired with mechanical sieving in every test program run by our laboratory. The National Building Code of Canada (NBCC 2015) references gradation parameters directly when classifying seismic site classes, making this analysis non-negotiable for any structural design in the region. Without accurate particle-size data, assumptions about shear strength and permeability remain guesswork. The Ottawa valley's layered stratigraphy demands it. Our team processes samples from Kanata to Orleans, knowing that a five-percent shift in fines content can mean the difference between stable silt and liquefiable sand.
A ten-percent increase in clay fraction can raise the frost susceptibility index of an Ottawa subgrade by an order of magnitude.



