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Grain Size Analysis Barnsley | Sieve & Hydrometer Testing

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The soil profile varies dramatically across Barnsley. From the coarse sandstone-derived head deposits on the slopes above Pogmoor to the soft alluvial silts in the Dearne Valley floodplain, two sites just a mile apart can behave completely differently. A straightforward sieve analysis might suffice for the sandy brash near the M1 corridor, but the laminated clays found towards Lundwood demand the full hydrometer treatment to capture the fines fraction. Getting the particle size distribution right here is not a box-ticking exercise. It dictates everything from earthworks specification to drainage design. Before finalising a foundation scheme, we often recommend complementing the particle size curve with Atterberg limits to establish plasticity characteristics when the hydrometer reveals a significant clay fraction.

A hydrometer analysis in Barnsley's alluvial silts routinely reveals clay fractions below 15%, yet these fines govern the soil's entire mechanical behaviour.

Our approach and scope

BS 5930:2015+A1:2020 provides the overarching framework for ground investigation in the UK, and its recommendations on sample preparation and testing are particularly relevant in Barnsley's mixed glacial and post-glacial deposits. The standard requires wet sieving for soils with cohesive fines, a critical step that prevents the loss of silt and clay particles through dry methods. Our laboratory follows the procedure meticulously: oven-dried mass, wet wash through a 63-micron sieve, mechanical shaking of the retained coarse fraction, and sedimentation of the passing material using a hydrometer. This dual approach, aligned with BS EN ISO 17892-4:2016, generates a continuous grading curve from gravel down to the clay fraction. For sites where drainage or frost susceptibility is a concern, knowing the exact silt percentage is non-negotiable, and the results often feed directly into a Proctor compaction study to define the acceptable moisture range for engineered fill.
Grain Size Analysis Barnsley | Sieve & Hydrometer Testing
Technical reference image — Barnsley

Local ground factors

A site investigation near the River Dearne underestimated the silt content in a proposed warehouse footprint. The initial contractor relied on a basic visual classification and a quick sieve stack, missing the 35% silt fraction entirely. The designed granular sub-base failed within two seasons. Pumping from the fines-saturated formation caused differential settlement across the slab, cracking partition walls and jamming overhead doors. A full hydrometer analysis after the fact identified the gap-graded nature of the deposit. The remediation involved a thicker capping layer and perimeter drainage, costs that would have been avoided with a proper grading curve from the start. When the <63-micron fraction exceeds 12%, as it often does in Barnsley's valley bottoms, skipping the hydrometer is a gamble with the long-term serviceability of the structure.

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Technical data

ParameterTypical value
Test method (coarse fraction)Mechanical sieving, BS 1377-2:1990 / BS EN ISO 17892-4:2016
Test method (fine fraction)Hydrometer sedimentation, BS 1377-2:1990
Sieve range75 mm to 63 micron (extended set available)
Hydrometer type152H, calibrated at 20°C with dispersant correction
Minimum sample mass500 g for soils with max particle size < 20 mm
Key output curvesParticle size distribution, uniformity coefficient (Cu), coefficient of curvature (Cc)

Other technical services

01

Combined Sieve & Hydrometer Suite

The standard package for most Barnsley sites. Covers the full range from coarse gravel to colloidal clay. Includes wet preparation, mechanical sieving, and hydrometer analysis with dispersant. Delivers the complete grading curve and calculated coefficients.

02

Sedimentation-Only Analysis

Applied when the coarse fraction is already characterised or negligible. Focuses exclusively on the silt and clay distribution below 63 microns. Suitable for alluvial clays and laminated deposits where the behaviour is governed by the fines.

03

Pre-Classification & Carbonate Check

Samples suspected of containing cementitious material or organic matter are pre-treated. Acid dissolution and peroxide digestion remove binding agents before sieving, preventing false coarse aggregations that skew the grading curve.

Applicable standards

BS 5930:2015+A1:2020 (Code of practice for ground investigations), BS EN ISO 17892-4:2016 (Determination of particle size distribution), BS 1377-2:1990 (Soils for civil engineering purposes, classification tests)

Quick answers

What is the typical cost for a grain size analysis in Barnsley?

A combined sieve and hydrometer test generally ranges from £90 to £170 per sample, depending on the number of sieve sizes requested and whether pre-treatment for organics or carbonates is needed. Bulk pricing applies for projects with more than ten samples.

How long does the hydrometer portion of the test take?

The sedimentation phase requires readings over a minimum 24-hour period, and often extends to 72 hours for Barnsley's glacial lake clays where the finest particles settle very slowly. The full report, including the coarse sieve fraction, is typically ready within five working days.

Why is wet sieving specified instead of dry sieving?

Dry sieving fails on cohesive soils. The clay and silt particles bind to the sand and gravel, artificially inflating the coarse fraction. Wet washing through a 63-micron sieve is mandatory under BS 5930 when the fines content exceeds 10%, a condition met by most of Barnsley's natural ground.

Can the grading curve help assess frost susceptibility?

Yes. A frost-susceptible soil is one where more than 10% of particles pass the 75-micron sieve, or more than 3% pass the 20-micron sieve. The hydrometer analysis provides the data needed to make this determination for road subgrades and shallow foundations in exposed areas of Barnsley.

Location and service area

We serve projects across Barnsley and surrounding areas.

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