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Grain Size Analysis (Sieve + Hydrometer) in Chilliwack – ASTM D6913 / D7928 Testing

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Chilliwack sits at roughly 10 m above sea level on the Fraser River floodplain, where an estimated 2–4 m of Holocene alluvium overlies glaciomarine stony clay. A single borehole can pass through peaty topsoil, silty overbank deposits, and coarse channel sand within 15 vertical feet. Grain size analysis by combined sieve and hydrometer—following ASTM D6913/D7928—resolves that entire sequence into a continuous 0.075 µm to 75 mm curve. The resulting gradation directly feeds USCS classification, internal stability checks for embankment filters, and input for seepage models under dike upgrades. Understanding the full distribution, not just the sand fraction, matters when the Atterberg limits of the fines control whether a silt is plastic enough to hold water behind a levee.

A continuous 0.075 µm–75 mm gradation curve is the single most versatile piece of data for classifying Fraser Valley soils, designing filters, and estimating hydraulic conductivity.

Our approach and scope

ASTM D6913 governs the mechanical sieve portion from 75 mm down to the No. 200 sieve, while ASTM D7928 covers the hydrometer sedimentation analysis for the silt and clay fraction. In Chilliwack, the procedure begins with oven-drying at 110 ± 5 °C, followed by careful wet-sieving to separate the minus-200 material without losing fines. The coarse fraction is shaken through a stack of 8-inch sieves selected at half-phi intervals; the fine fraction is dispersed with sodium hexametaphosphate and read with a 152H hydrometer at 0.5, 1, 2, 5, 15, 30, 60, 250, and 1440 minutes. The combined curve reveals D10, D30, D50, D60, and D85 values essential for filter design and the Hazen permeability estimate. For road subgrades on Vedder Mountain fan deposits, we often pair this with the Proctor compaction test to link gradation directly to maximum dry density and optimum moisture content.
Grain Size Analysis (Sieve + Hydrometer) in Chilliwack – ASTM D6913 / D7928 Testing
Technical reference image — Chilliwack

Site-specific factors

Chilliwack’s post-war expansion pushed subdivisions onto low-lying ground between the Trans-Canada Highway and the Fraser River, where the subsurface alternates between compressible organic silt and loose channel sand. Missing the silt tail on a gradation curve leads to under-prediction of consolidation settlement beneath approach fills. Conversely, a gap-graded sand with a coefficient of uniformity below 3 can liquefy during a design earthquake on the Leech River or Sumas fault. Complete grain size analysis flags both hazards: the hydrometer data quantify the compressible fines fraction, while the sieve curve yields the D50 and uniformity coefficient needed for liquefaction susceptibility screening. When the D60/D10 ratio drops below 2.5 in a sand unit, we routinely recommend further liquefaction assessment using SPT- or CPT-based triggering procedures.

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Video overview

Technical data

ParameterTypical value
Test method (sieve)ASTM D6913 / AASHTO T 311
Test method (hydrometer)ASTM D7928 / AASHTO T 88
Sieve range75 mm to 75 µm (No. 200)
Hydrometer range75 µm to ~0.075 µm (clay colloid)
Hydrometer type152H, soil suspension, 0–60 g/L scale
DispersantSodium hexametaphosphate, 40 g/L solution
Reported parametersD10, D30, D50, D60, D85, Cu, Cc, %G+S+M+C
Classification outputUSCS group symbol per ASTM D2487

Complementary services

01

Full mechanical wash-sieve analysis (ASTM D6913)

Covers the gravel and sand fractions from 75 mm down to the No. 200 sieve. Includes oven-dry moisture content, wash-loss determination, and a tabulated percent-passing report with half-phi increments.

02

Hydrometer sedimentation analysis (ASTM D7928)

Quantifies silt and clay fractions below 75 µm using a 152H hydrometer in a controlled-temperature sedimentation cylinder. Raw readings are corrected for meniscus, dispersant, and temperature to produce the fine-grained portion of the gradation curve.

03

Combined grain size report with USCS classification

Merges sieve and hydrometer data into a single semi-logarithmic plot, calculates D-values, uniformity and curvature coefficients, and assigns the USCS group symbol per ASTM D2487. Suitable for borehole logs, filter design, and regulatory submissions.

Reference standards

ASTM D6913-04(2009)e1 – Particle-Size Distribution (Gradation) of Soils Using Sieve Analysis, ASTM D7928-21e1 – Particle-Size Distribution (Gradation) of Fine-Grained Soils Using the Sedimentation (Hydrometer) Analysis, ASTM D2487-17e1 – Classification of Soils for Engineering Purposes (Unified Soil Classification System), AASHTO T 311 – Grain-Size Analysis of Granular Soil Materials, NBCC 2020 – National Building Code of Canada (geotechnical input requirements)

Frequently asked questions

What size sample do you need for a combined sieve and hydrometer test in Chilliwack?

We request approximately 500 g of material passing the No. 4 sieve for the hydrometer portion plus enough bulk sample to yield the required coarse fraction. A 20 kg bag from a split-spoon sampler or bulk excavation typically provides ample material for duplicate analysis.

How much does a combined grain size analysis cost in the Fraser Valley?

A combined sieve-and-hydrometer test in our Chilliwack lab generally runs between CA$140 and CA$260 per sample, depending on whether you need the full hydrometer sedimentation series or just a single-point determination for the fines content.

Can you run the hydrometer test on organic silts from the Chilliwack floodplain?

Yes. We first oxidize the organic fraction with hydrogen peroxide according to ASTM D7928 pretreatment procedures. This prevents flocculation and ensures the sedimentation readings reflect the true mineral particle size distribution, not organic aggregates.

How long does the full hydrometer sedimentation series take?

The standard series runs for 24 hours from the start of sedimentation, with readings taken at logarithmically spaced intervals. We report results the following business day. Rush service with a truncated 8-hour series is available when only the sand-silt cutoff is critical.

Do you provide the gradation curve in digital format for design software?

Every report includes a PDF with the semi-logarithmic plot and a CSV file with percent-passing data at all sieve and hydrometer points. The CSV imports directly into gINT, OpenGround, GeoStudio SEEP/W, and standard spreadsheet templates.

Location and service area

We serve projects across Chilliwack and surrounding areas.

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