← Home · Laboratory

Grain Size Analysis (Sieve + Hydrometer) for Kelowna Construction Projects

Together, we solve the challenges of tomorrow.

DETAILS →

The stack of brass sieves sits on the Ro-Tap shaker, a familiar sound in any materials lab. For the silty sands and glacial tills common across Kelowna, the full picture doesn't emerge from sieves alone. That's where the hydrometer cylinder comes in. Suspended in a temperature-controlled water bath, a 152H hydrometer measures the settling velocity of fines over a 24-hour period, extending the gradation curve down to the clay fraction. In our work across Kelowna's benchlands and lakeshore terraces, we run combined sieve and hydrometer analyses on virtually every sample, because the difference between a well-graded sand and a gap-graded silty sand dictates everything from compaction behavior to frost susceptibility under the city's wet winters. For deep foundation design in the alluvial fans near Okanagan Lake, we often pair this with CPT testing to correlate fines content with sleeve friction readings directly.

The hydrometer analysis reveals the fines fraction that the naked eye misses, and in Kelowna's layered glaciofluvial soils, that hidden silt percentage often dictates the entire foundation strategy.

Method and coverage

Kelowna's growth from a modest fruit-packing town to a major interior city was shaped by the post-war expansion onto the upland benches overlooking the lake. This push into formerly agricultural land exposed a complex stratigraphy of glaciofluvial deposits, lacustrine silts, and occasional till lenses that still challenge foundation engineers today. The grain size distribution of these materials is rarely uniform; layers of clean gravel can transition into plastic silt within a meter. A combined sieve and hydrometer analysis tells us the full story. The mechanical sieve separates coarse particles from 75 mm down to 0.075 mm, while the hydrometer, using Stokes' law, quantifies the silt and clay fractions in suspension. We calibrate the hydrometer with a 151H model for specific gravity correction when dealing with the volcanic ash-derived fines found in some east Kelowna deposits. For pavement design on the Highway 97 corridor, this gradation data feeds directly into CBR testing for roads to predict subgrade performance under seasonal moisture fluctuations.
Grain Size Analysis (Sieve + Hydrometer) for Kelowna Construction Projects
Technical reference image — Kelowna

Regional considerations

One thing we see repeatedly in Kelowna's lower Mission and Rutland areas is that contractors assume a 'sandy' site based on a quick field examination, only to hit a silty layer at depth that holds pore water like a sponge. Without the hydrometer portion of the grain size analysis, that silt fraction stays invisible. The practical consequence? A spec that calls for a free-draining backfill might end up with material that retains water, freezes, and heaves against a foundation wall. The fines content from a full sedimentation analysis is also the starting point for assessing liquefaction potential in the sandy zones near Mill Creek, where the water table sits high. We've seen grain size curves from the same lot shift from 8% to 22% fines within two meters of depth, which completely changes the USCS classification and the corresponding design parameters. The hydrometer data is not an academic exercise; it directly informs whether you need subdrainage, a deeper footing embedment, or a more solid retaining wall drainage system.

Need a geotechnical assessment?

Reply within 24h.

Email: contact@geotechnicalengineering.xyz

Technical parameters


ParameterTypical value
Test Standard (Sieve)ASTM D6913 / AASHTO T-88
Test Standard (Hydrometer)CSA + ASTM D422 / AASHTO T-88
Sieve Range75 mm down to No. 200 (0.075 mm)
Hydrometer Particle Range0.075 mm down to approximately 0.001 mm
Hydrometer Type152H (g/L scale) with temperature correction
Dispersing AgentSodium hexametaphosphate (CSA + ASTM D422)
Sample Mass (Sieve)Variable: 500 g to 20+ kg depending on maximum particle size
OutputParticle size distribution curve, Cu, Cc, fines content (%)

Complementary services

01

Combined Sieve & Hydrometer

Full gradation from 75 mm down to 0.001 mm using mechanical sieving for the coarse fraction and a 152H hydrometer sedimentation analysis for silt and clay. Delivers the complete particle size distribution curve.

02

Wash Sieve Analysis (No. 200)

Determination of minus 0.075 mm content by wet washing through a No. 200 sieve. Essential for quantifying the fines fraction in gravelly sands typical of Kelowna's glaciofluvial outwash.

03

Hydrometer-Only Sedimentation

Fine-grained analysis for silt and clay fractions on samples already passing the No. 200 sieve. Includes hydrometer readings at 0.5, 1, 2, 5, 15, 30, 60, 240, and 1440 minutes.

04

USCS Classification & Reporting

Complete soil classification per ASTM D2487 based on the grain size curve and Atterberg limits. We provide Cu, Cc, and fines content in a ready-to-spec format for foundation, pavement, and drainage design.

Standards that apply


CSA + ASTM D422(2007)e2, ASTM D6913/D6913M-17, AASHTO T-88

Common questions

What does a grain size analysis with hydrometer cost in Kelowna?

For a combined sieve and hydrometer analysis on a single sample, budget between CA$150 and CA$280 depending on the maximum particle size and whether the sample requires oven drying and splitting. Turnaround is typically 5 to 7 business days.

Why do I need the hydrometer portion if my soil looks sandy?

The hydrometer quantifies the silt and clay fraction passing the No. 200 sieve, which controls drainage, frost heave susceptibility, and cohesion. In Kelowna's glaciofluvial deposits, a 'sandy' soil in the field often contains 10% to 25% fines that significantly alter its engineering behavior and USCS classification.

How is the hydrometer analysis performed step by step?

A 50-gram dried sample passing the No. 10 sieve is mixed with a sodium hexametaphosphate dispersant and soaked overnight. The slurry is then transferred to a sedimentation cylinder, agitated, and a 152H hydrometer is read at timed intervals over 24 hours. Temperature corrections are applied, and the particle diameter is calculated using Stokes' law based on settlement depth and elapsed time.

Can you run the test on gravelly samples from the Black Mountain area?

Yes. Samples with gravel are first processed through coarse sieves, and the portion passing the No. 4 or No. 10 sieve is split for hydrometer sedimentation. The final gradation curve combines the sieve data for the gravel and sand fractions with the hydrometer data for the fines, giving a complete particle size distribution for the entire sample.

Location and service area

We serve projects across Kelowna and its metropolitan area.

View larger map