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Grain Size Analysis (Sieve + Hydrometer) for Ottawa Geotechnical Projects

Rigorous testing. Clear reporting.

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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.

Our service areas

Scope of work

CSA + ASTM D422 and D6913 form the backbone of the procedure, but applying them in Ottawa means dealing with materials that can confound standard techniques. The local glacial till often contains cobbles up to 100 mm, requiring careful field splitting before the sample enters the lab. For the hydrometer portion, a 40-gram specimen of minus No. 200 material is dispersed in sodium hexametaphosphate solution and settled over 24 hours, with readings taken at 1, 2, 5, 15, 30, 60, 250, and 1440 minutes. Temperature correction is critical here: Ottawa tap water can sit at 8°C in February, affecting Stoke's law calculations if not properly controlled. The combined report yields D10, D30, D50, and D60 values, along with the coefficient of uniformity (Cu) and coefficient of curvature (Cc). These numbers feed directly into filtration design and frost heave assessment, especially for buried utilities in Orleans where a well-graded soil with Cu above 6 is preferred. For roadbase projects, we often correlate gradation results with Proctor tests to optimize compaction effort before placing subbase material.
Grain Size Analysis (Sieve + Hydrometer) for Ottawa Geotechnical Projects
Technical reference — Ottawa

Area-specific notes

Veteran geotechnical drillers in Ottawa know the trap: a sample described as 'sandy silt' in the field log can turn out to be a fat clay with 60% fines on the hydrometer, completely altering the seismic site classification from C to E under NBCC Table 4.1.8.4.A. Misclassifying gradation in the city's Champlain Sea deposits leads to underestimating long-term settlement in shallow foundations, a recurring problem in older neighborhoods like Sandy Hill. Another risk is skipping the wash-sieve step on samples with apparent plasticity; the hydrometer curve reveals the true clay fraction that controls drained shear strength. For retaining wall backfill specification, a gap-graded soil missed by a cursory sieve test can retain water and build up hydrostatic pressure behind the wall, causing gradual tilting. The laboratory's ISO 17025 accreditation ensures that every hydrometer reading is temperature-corrected and that meniscus corrections are applied, avoiding the systematic errors that plague uncertified labs.

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Standards used


CSA + ASTM D422(2007) Standard Test Method for Particle-Size Analysis of Soils, ASTM D6913-17 Standard Test Methods for Particle-Size Distribution of Soils Using Sieve Analysis, AASHTO T-88 Standard Method of Test for Particle Size Analysis of Soils, NBCC 2015 Division B, Table 4.1.8.4.A (Site Classification for Seismic Site Response), CSA A23.3 Design of Concrete Structures (frost durability requirements)

Technical data

ParameterTypical value
Test StandardCSA + ASTM D422 / D6913 / AASHTO T-88
Sieve Sizes (coarse)75 mm to 4.75 mm
Sieve Sizes (fine)2.00 mm to 75 µm (No. 200)
Hydrometer Range75 µm down to 0.2 µm
Hydrometer TypeASTM 152H, calibrated at 20°C
Dispersing AgentSodium hexametaphosphate (40 g/L)
Reported ParametersD10, D30, D60, Cu, Cc, % gravel/sand/silt/clay
Minimum Sample Mass500 g for sandy soils; 250 g for fine-grained

Common questions


What is the difference between CSA + ASTM D422 and ASTM D6913 for grain size analysis?

CSA + ASTM D422 is the traditional combined method covering both sieve and hydrometer portions. ASTM D6913 is the newer standard specific to the sieve analysis part, with clearer guidance on sample splitting, sieve shaking duration, and acceptance criteria for mass loss. Our Ottawa lab follows D6913 for the mechanical sieve component and retains D422 methodology for the hydrometer sedimentation phase, ensuring compliance with both current ASTM requirements and legacy project specifications.

Why is the hydrometer analysis necessary for Ottawa's Champlain Sea clays?

Champlain Sea clays, including the sensitive Leda clay found across central and east Ottawa, typically contain 50 to 80 percent clay-sized particles (finer than 2 µm). A sieve analysis alone cannot distinguish between silt and clay fractions in this range. The hydrometer method, based on Stoke's law settling velocities, quantifies the true clay content, which directly controls the soil's plasticity, compressibility, and sensitivity to remolding. Without hydrometer data, the risk of misclassifying a highly sensitive clay as a ordinary silt is significant.

What is the typical cost for a sieve and hydrometer analysis in Ottawa?

A standard combined sieve and hydrometer test on a single soil sample typically ranges from CA$150 to CA$220, depending on whether a full hydrometer curve with multiple readings or a single-point hydrometer is requested. Rush turnaround and projects requiring multiple samples may adjust the unit price. All testing is performed in our ISO 17025 accredited Ottawa laboratory.

How much soil sample is needed for a complete gradation test?

For granular soils with particles up to 19 mm, a minimum of 500 grams of air-dried material is required. For soils containing gravel up to 75 mm, we need at least 5 kg to ensure a representative split. Fine-grained soils for hydrometer analysis require about 200 grams of material passing the No. 10 sieve. The sample must be sealed in a moisture-tight bag immediately after field collection to preserve in-situ water content if that data is also needed.

Location and service area

We serve projects across Ottawa and surrounding areas. More info.

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