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Grain Size Analysis (Sieve + Hydrometer) in Wollongong

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The stacked brass sieves on the mechanical shaker tell you a lot about a Wollongong soil before a single hydrometer reading is taken. From the coarse fraction retained on the 75-micron sieve to the fine silt and clay that stays in suspension for hours, every mass increment shapes the engineering classification. The laboratory team runs the full combined method under AS 1726: washed sieving for the sand and gravel portion, followed by a hydrometer sedimentation analysis using sodium hexametaphosphate as the dispersing agent. The goal is a continuous particle-size distribution curve that reveals the D10, D30, and D60 values. In a coastal city built on Quaternary alluvium and residual profiles derived from the Illawarra escarpment sandstones, those three numbers define the drainage and compaction response of the material before it ever touches a compactor.

In Wollongong a single hydrometer curve can distinguish a free-draining structural fill from a moisture-sensitive material that will fail under compaction.

How we work

The coastal bench on which Wollongong sits presents a stark contrast between beach-derived quartz sands and deeply weathered Permian siltstones. This geological duality makes grain size analysis indispensable because a material that looks uniform in the field often plots as a gap-graded or widely graded soil once the hydrometer data is added. The hydrometer test runs over a 24-hour period with readings at 0.5, 1, 2, 4, 8, 15, 30, 60, 120, 240, and 1440 minutes, corrected for temperature and meniscus rise. The combined curve then feeds directly into the Unified Soil Classification System and AS 4678 granular filter design criteria. For projects where fill compaction is specified, the field density testing with sand cone provides the companion QA data, but the lab particle distribution sets the compaction target beforehand.
Grain Size Analysis (Sieve + Hydrometer) in Wollongong
Technical reference image — Wollongong

Site-specific factors

Wollongong sits at roughly 15 metres above sea level across much of its CBD, with groundwater perched within the alluvial and colluvial layers that mantle the escarpment footslopes. When a grain size test reports more than 15 percent fines passing the 75-micron sieve in a zone designated as structural fill, the compaction specification becomes far harder to meet because the material becomes moisture-sensitive and prone to pore pressure build-up during rolling. The Illawarra region has recorded multiple intense rainfall events exceeding 200 millimetres in 24 hours, and a poorly graded silty sand that looked acceptable in the dry season can turn into unstable slurry when saturated. The hydrometer fraction is the early warning: if the clay-sized content exceeds 10 percent, the design team typically switches from standard compaction control to a performance-based specification with strict moisture conditioning.

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Reference parameters

ParameterTypical value
Sieve stack range (AS 1726)75 mm down to 75 μm
Hydrometer typeASTM 152H, calibrated at 20 °C
Dispersing agentSodium hexametaphosphate (40 g/L)
Minimum sample mass200 g for fine-grained; 500 g for sandy soils
Sedimentation readings0.5 min to 24 h (11 intervals)
USCS classification outputGW, GP, SW, SP, ML, CL, CH, etc.
Coefficient of uniformity (Cu)D60 / D10
Coefficient of curvature (Cc)(D30)² / (D10 × D60)

Associated technical services

01

Afterberg limits alongside hydrometer

When the combined curve shows more than 12 percent passing 425 microns, we run the full Atterberg limits suite on the same sample. The liquid limit and plasticity index define whether the fines are silty or clayey, which directly affects the drained shear strength and the compaction window on site.

02

Permeability correlation from grain size

Using Hazen's formula and the D10 from the particle-size curve, we provide an estimated coefficient of permeability for granular soils. This is particularly useful for drainage blanket design behind Wollongong retaining walls where AS 4678 demands a filter compatibility check.

Applicable standards

AS 1726 – Geotechnical site investigations, AS 4678 – Earth-retaining structures (granular filter design), AS/NZS 1170 – Structural design actions (material density loads), AS 1289.3.6.1 – Particle size distribution (standard sieve method), AS 1289.3.6.3 – Fine particle analysis (hydrometer method)

Quick answers

What is the difference between a sieve analysis and a full combined grain size test?

A sieve analysis alone covers the coarse fraction down to 75 microns using a stack of sieves on a mechanical shaker, and it is sufficient for clean sands and gravels. The combined test adds a hydrometer sedimentation analysis for the material passing the 75-micron sieve, measuring silt and clay fractions based on Stokes' law. In Wollongong's residual soils, skipping the hydrometer often means missing a significant clay fraction that controls the soil's engineering behaviour.

How much does a grain size analysis with hydrometer cost in Wollongong?

A combined sieve and hydrometer test in Wollongong typically runs between AU$170 and AU$270 per sample, depending on the number of sieves requested and whether the sample requires pre-treatment for organic content or aggregation. The price includes the full particle-size distribution curve, the USCS classification, and the Cu and Cc coefficients.

Why does AS 1726 require the hydrometer test for soils with more than 12 percent fines?

AS 1726 sets the threshold because once the fine fraction exceeds roughly 12 percent, the soil's permeability, compressibility, and shear strength become controlled by the silt and clay content rather than the sand skeleton. The hydrometer quantifies the relative proportions of silt and clay, which determines whether the material classifies as a silt (ML) or a clay (CL/CH) under the Unified Soil Classification System, a distinction that changes the allowable bearing pressure and the earthworks specification.

Can grain size data predict soil permeability for drainage design?

For granular soils with less than 5 percent fines, the D10 particle size from the grain size curve can provide an estimated permeability coefficient using Hazen's empirical correlation. In Wollongong's coastal sands this estimate is often within one order of magnitude of a measured permeability test. For soils with higher fines content the correlation breaks down, and an in-situ permeability test becomes the more reliable method for drainage design.

Location and service area

We serve projects in Wollongong and surrounding areas.

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