Skipping the full hydrometer curve on a silty till in Sainte-Foy is the fastest way to misclassify a frost-susceptible soil. Quebec City sits on a complex glacial and post-glacial stratigraphy where the fraction passing the No. 200 sieve dictates everything from subgrade stiffness to foundation drainage. Our grain size analysis runs the complete stack—mechanical sieves for the coarse fraction and a calibrated hydrometer for the fines—so the design team knows the exact D10, D30, and D60 values before the first footing is poured. When the borehole log from a CPT test shows a silt-clay transition, the hydrometer data confirms whether the material is a low-plasticity silt (ML) or a sensitive Champlain Sea clay that loses strength when remolded. Contractors working near the Saint-Charles River floodplain rely on this paired dataset to meet the CSA A23.3 aggregate gradation requirements and the NBCC frost-protection depth of 1.5 m.
In Quebec City’s post-glacial soils, the difference between a silt and a clay is the difference between a frost-stable subgrade and a spring thaw failure.
