HA
Hamilton
Hamilton, New Zealand

Grain size analysis (sieve + hydrometer) for Hamilton sites

Hamilton sits roughly 40 meters above sea level on the banks of the Waikato River, and the soil profile here shifts fast. You can hit dense river gravels on one borehole and soft alluvial silt just 50 meters away. That is why we run grain size analysis on every project that touches foundation design. Knowing the full particle range, from gravel down to clay fraction, is not optional in Hamilton. It is the difference between a straightforward shallow footing and a costly over-excavation. Our lab runs combined sieve and hydrometer tests per NZGS guidelines, because the Waikato basin demands both. A standard sieve stack alone misses the silt and clay tail that controls drainage and shrink-swell behavior. We often pair this with atterberg limits when the fine content exceeds 12 percent, which happens frequently in the Te Rapa and Rototuna subdivisions.

A grain size curve is not just a report graph. It is the first honest conversation you have with the ground about how it will behave under load and water.

Methodology applied in Hamilton

One thing we see repeatedly across Hamilton is that the natural moisture content of the alluvial silts sits close to the plastic limit. That means a little extra water during compaction and you lose bearing capacity overnight. The grain size curve tells you exactly where the problem lies. If more than 35 percent of the material passes the 75-micron sieve, drainage slows to a crawl. We then recommend checking in-situ permeability before finalising the foundation drainage design. The hydrometer step, running from 75 microns down to roughly 1 micron, gives us the clay fraction. That number drives the activity ratio and, ultimately, the shrink-swell classification. In our experience, Hamilton clays derived from weathered ignimbrite show moderate to high plasticity, so the grain size analysis becomes the first trigger for a triaxial test programme if effective stress parameters are needed for retaining wall design near the river.
Grain size analysis (sieve + hydrometer) for Hamilton sites
Grain size analysis (sieve + hydrometer) for Hamilton sites
ParameterTypical value
Sieve stack range (coarse fraction)75 mm down to 75 µm (NZS 4402 sieves)
Hydrometer range (fine fraction)75 µm down to ~1 µm (NZS 4402 / NZGS method)
Minimum sample mass (fine-grained soil)200 g dry mass, riffled and split per NZGS guidelines
Dispersing agentSodium hexametaphosphate solution, calibrated daily
Reporting parametersD10, D30, D60, Cu, Cc, gravel-sand-silt-clay percentages
Temperature correctionApplied to hydrometer readings at 0.5°C resolution
Typical turnaround3–4 working days for combined sieve + hydrometer
Lab accreditationIANZ-accredited laboratory (ISO 17025)

Typical technical challenges in Hamilton

Compare a site in Hillcrest with one in Rotokauri and you are looking at two completely different gradation problems. Hillcrest sits on weathered Mangaokewa ignimbrite; the fines are silty and erodible, and the grain size curve often shows a gap-graded profile that complicates compaction control. Rotokauri, on the other hand, is deep alluvium with high clay content and poor internal drainage. We have seen projects where the grain size analysis from Rotokauri samples showed 60 percent passing the 75-micron sieve, and the contractor spent an extra three weeks on subgrade stabilisation. Without that data early in the design phase, the programme would have blown out. The risk in Hamilton is not finding bad soil. It is building on it without knowing the particle distribution, because that distribution controls everything: permeability, strength, sensitivity to moisture, and even how the soil will react during a seismic event. The NZGS soil description guidelines tie directly to these numbers.

Need a geotechnical assessment?

Reply within 24h.

Applicable standards: NZGS Guideline for Field and Laboratory Classification of Soils (current edition), NZS 4402 (2007) – Standard Test Method for Particle-Size Analysis of Soils (hydrometer method), NZS 4402:1986 Methods of Testing Soils for Civil Engineering Purposes – Part 2.6, ISO 17892-4:2016 Geotechnical investigation and testing – Laboratory testing of soil – Part 4: Determination of particle size distribution

Our services

Our Hamilton lab processes grain size samples from across the Waikato, and we tailor the test sequence to the ground conditions, not a generic checklist. The services below cover the full workflow from sample preparation to engineering interpretation.

Combined sieve and hydrometer analysis

Full particle size distribution from 75 mm down to the clay fraction. Covers gravel, sand, silt, and clay percentages with Cu and Cc coefficients.

Wash-sieve pretreatment

Wet sieving through a 75-micron sieve to separate fines before dry sieving, critical for Hamilton silts that form hard lumps when dried.

Hydrometer sedimentation test

Stokes' law-based measurement of silt and clay fractions using calibrated hydrometers, with temperature and meniscus corrections applied.

Gradation reporting for NZGS classification

Engineering report with grain size curve, D-values, uniformity and curvature coefficients, and NZGS soil group assignment for design use.

Frequently asked questions

How much does a grain size analysis (sieve + hydrometer) cost in Hamilton?
How long does it take to get grain size results from your Hamilton lab?

A standard combined sieve plus hydrometer analysis takes three to four working days. Soils with high clay content need longer sedimentation time, which can add a day. We always confirm the timeline when the samples arrive.

Do I need a hydrometer test or just a sieve analysis for a residential foundation in Hamilton?

If the soil has more than about 12 percent passing the 75-micron sieve, a sieve-only analysis gives an incomplete picture. The hydrometer step measures the silt and clay fractions that control drainage and shrink-swell behaviour. In most Hamilton subdivisions, we recommend the full combined test from the start.

Coverage in Hamilton