CHATHAM KENT CA
CHATHAM-KENT
HomeLaboratoryAnálisis granulométrico (tamices + hidrómetro)

Grain Size Analysis (Sieve + Hydrometer) in Chatham-Kent

Rigorous testing. Clear reporting.

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Chatham-Kent sits on a thick sequence of glaciolacustrine clays and silts deposited by the former glacial Lake Warren, with localized sand lenses and till layers that vary sharply over short distances. The region's flat topography and high water table mean that even a modest excavation can encounter abrupt changes in grain size distribution, from plastic clay to loose sand. Our laboratory performs grain size analysis combining mechanical sieving for coarse fractions and the hydrometer method for silt and clay particles, following ASTM D6913 and ASTM D7928. This data feeds directly into soil classification under the Unified Soil Classification System and informs decisions about drainage, compaction, and potential for frost heave in Chatham-Kent's cold winters. Before interpreting grain size curves, we often recommend a complementary ensayo SPT to correlate gradation with penetration resistance in granular strata.

Illustrative image of Granulometria in Chatham-Kent
In Chatham-Kent's glaciolacustrine clays, the hydrometer fraction below 2 µm often drives plasticity behaviour and frost susceptibility.

Our service areas

Methodology and scope

Chatham-Kent's population of roughly 104,000 supports a mix of agricultural infrastructure, residential subdivisions, and industrial parks built on variable glacial soils. The depth to bedrock can exceed 60 metres in some areas, meaning most foundations bear entirely within the overburden. Grain size analysis becomes essential because the local clay-rich soils often require separation of the sand and silt fractions to predict drainage behaviour and shrinkage potential. We process samples through a nested sieve stack from 75 mm down to 75 µm, then use the hydrometer sedimentation method for particles below 75 µm, recording data at timed intervals per CSA + CSA + CSA + CSA + ASTM D422 (also CFEM Ch 2) (also CFEM Ch 2) (also CFEM Ch 2) (also CFEM Ch 2) (also CFEM Ch 2). The resulting gradation curves are paired with límites de Atterberg to assign a group symbol under USCS. For projects involving road subgrades or utility trenches, we also integrate ensayo CBR to link gradation with bearing capacity under soaked conditions. Each test run is documented with chain-of-custody and temperature-controlled sedimentation baths to ensure repeatability in Chatham-Kent's variable climate.
Technical reference — Chatham-Kent

Local considerations

Grain size analysis in Chatham-Kent directly supports the National Building Code of Canada (NBCC 2020) requirements for site characterization. The risk of misclassifying a soil arises when the fines content is underestimated: a clayey silt with 35% passing the 75 µm sieve may behave as a low-permeability material under saturated conditions, leading to drainage failures or frost heave in road bases. We follow ASTM D7928 for the hydrometer method and cross-check results with manual sedimentation curves. Misclassification could also affect liquefaction screening under NBCC seismic provisions, since soils with high fines content are sometimes incorrectly assumed to be non-liquefiable without proper gradation data. Our lab protocol includes a control sample every 20 tests to verify dispersion efficiency and reading accuracy.

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Applicable standards

ASTM D6913-17 (Standard Test Methods for Particle-Size Distribution of Soils Using Sieve Analysis), ASTM D7928-21 (Standard Test Method for Particle-Size Distribution of Soils by Hydrometer), CSA + CSA + CSA + CSA + ASTM D422 (also CFEM Ch 2) (also CFEM Ch 2) (also CFEM Ch 2) (also CFEM Ch 2) (also CFEM Ch 2) (historical reference, replaced by D6913/D7928), NBCC 2020 Division B, Article 4.1.5.3 (site classification for seismic)

Technical parameters

ParameterTypical value
MethodMechanical sieve + hydrometer sedimentation
Sieve range75 mm to 75 µm (ASTM E11 sieves)
Hydrometer reading times0.5, 1, 2, 5, 15, 30, 60, 240, 1440 minutes
Dispersing agentSodium hexametaphosphate (40 g/L solution)
Sample mass (fine-grained)50 g – 100 g (hydrometer portion)
Reported parametersD10, D30, D60, Cu, Cc, % gravel/sand/silt/clay
Turnaround3–5 business days (hydrometer requires 24 h sedimentation)

Frequently asked questions

What is the difference between sieve analysis and hydrometer analysis?

Sieve analysis separates particles by passing soil through a stack of progressively finer wire mesh sieves, down to 75 µm. Hydrometer analysis measures the sedimentation rate of particles suspended in water to determine the size distribution of silt and clay fractions below 75 µm. The two methods are combined for a complete gradation curve.

How much does a grain size analysis cost in Chatham-Kent?

The typical price for a combined sieve and hydrometer analysis ranges from CA$150 to CA$230 per sample, depending on the number of hydrometer readings required and whether a wash step is included. Volume discounts may apply for projects with more than ten samples.

How long does the hydrometer sedimentation test take?

The hydrometer test requires readings at timed intervals over a 24-hour period. The first reading occurs at 30 seconds, followed by readings at 1, 2, 5, 15, 30, 60, 240, and 1440 minutes. The sample must remain undisturbed in a temperature-controlled bath during this time.

Why is grain size analysis important for Chatham-Kent soils?

Chatham-Kent's glaciolacustrine clays and silts have highly variable gradation over short distances. Knowing the percentage of sand, silt, and clay helps predict drainage, frost heave potential, compaction characteristics, and bearing capacity. Without accurate gradation, road subgrades may fail due to poor drainage or excessive settlement.

Location and service area

We serve projects across Chatham-Kent.

Location and service area

Explanatory video