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Grain Size Analysis for Slough: Sieve & Hydrometer Testing

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A few months back we were on a site just off the Bath Road, where the ground investigation logs showed a sharp transition from sandy gravel into stiff grey clay within a metre and a half. The contractor needed a precise grain size curve to design the drainage blanket, not just a visual description. That is where a laboratory particle size distribution test stops being a formality and becomes a decision-making tool. In Slough, with its mix of Langley Silt, Taplow Gravel, and the ever-present London Clay Formation, skipping the hydrometer analysis on the fines fraction is a shortcut that comes back to bite you during earthworks. For a project on the Slough Trading Estate, we combined the atterberg limits tests with the full wet sieve suite to confirm the material was a silty clay, not a low-plasticity silt, which changed the compaction specification entirely.

A hydrometer reading at 24 hours tells you more about settlement potential than a dozen standard penetration blows.

Our service areas

Scope of work

The difference in grading between a sample from Cippenham and one from Colnbrook can be night and day, even if they look similar in the bag. Over in Cippenham you are often dealing with the top of the Taplow Gravels, a well-graded, sandy, sub-angular material that washes through a 63-micron sieve quickly and leaves a clean coarse fraction. Down towards Colnbrook, the alluvium of the Colne Valley dominates, and you will get a silt and clay content that demands the full hydrometer procedure according to BS 1377-2. We see it all the time: a contractor assumes a sand, and the lab report shows 40 percent passing 75 microns. That misclassification messes with drainage design and frost heave assessments. Before finalising a foundation design we often run a cpt test to pick up the interbedded peat lenses that the borehole log might have missed, then use the grain size data to calibrate the soil behaviour type from the cone resistance.
Grain Size Analysis for Slough: Sieve & Hydrometer Testing
Technical reference — Slough

Local geotechnical context

Slough's expansion from a brick-making town to a logistics hub means we are constantly building on disturbed ground. The historical clay pits that supplied the brickworks were backfilled with whatever was at hand, from kiln waste to domestic refuse. If you place a footing on a fill that has a gap-graded grain size distribution, you are inviting differential settlement that will crack a slab within the first two winters. The real risk is not just the presence of fines, but the shape of the grading curve. A soil that is uniformly graded in the fine sand range can be prone to internal erosion if groundwater flow is established. We run the full set of hydrometer readings at 0.5, 1, 2, 4, and 24 hours to plot the percentage of clay-sized particles, which is the fraction that truly governs long-term consolidation behaviour under the imposed load of a warehouse or a multi-storey structure near the High Street.

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Relevant standards

BS 5930:2015 (Code of practice for ground investigations), BS 1377-2:1990 (Methods of test for soils – Classification tests), Eurocode 7 (BS EN 1997-2:2007) – Ground investigation and testing

Reference parameters

ParameterTypical value
Test MethodBS 1377-2:1990 (Wet sieve & Hydrometer)
Sample Mass Required1–5 kg (dependent on max particle size)
Sieve Range75 mm down to 63 μm (No. 230)
Hydrometer TypeBS/EN soil hydrometer (152H or similar)
Dispersing AgentSodium hexametaphosphate solution
Typical Turnaround3–4 working days from receipt

Common questions

How much does a grain size analysis cost in Slough?

A single wet sieve test starts around £70, while a combined sieve and hydrometer analysis typically falls between £110 and £160. The price depends on the number of samples and whether pre-treatment for organic content is needed.

How long does the hydrometer test take?

The sedimentation stage requires readings over a minimum 24-hour period to capture the clay fraction properly. With drying and sieving, you are looking at three to four working days from the moment the sample arrives at the lab.

What sieve sizes do you use for the coarse fraction?

We use the full BS sieve stack from 75 mm down to 63 μm. For most Slough projects, the 20 mm, 10 mm, 6.3 mm, 2 mm, 600 μm, 212 μm, and 63 μm sieves are the critical ones for plotting the grading curve.

Can you test gravelly London Clay without washing out the fines?

No, that defeats the purpose. We always wet-sieve clayey soils to break down the aggregations. Dry sieving a London Clay sample would leave you with a false coarse fraction and an underestimate of the fines content, which is the whole point of the test.

Do I need a hydrometer if most of my material is sand?

You do if the percentage passing the 63 μm sieve is above about 10 percent. Even a moderate silt content can control permeability and frost susceptibility. The hydrometer gives you the shape of the fine end of the curve, which is what matters for drainage and settlement calculations.

Location and service area

We serve projects in Slough and surrounding areas. More info.

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