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Grain Size Analysis (Sieve + Hydrometer) in Warrington — Lab Testing to BS 5930

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The biggest mistake we see on Warrington sites is the blind assumption that glacial till is uniformly graded. It is not. Layers of laminated clay, silt lenses, and pockets of sand are common across the Mersey basin. A single point classification from a hand specimen is not enough. Our sieve and hydrometer analysis gives the full particle size distribution from 75 mm down to 2 microns. That matters when you are designing drainage blankets for the A49 corridor or checking frost susceptibility under a slab in Birchwood. Without it, you are guessing at permeability and compaction behaviour. We run the full suite in our soil lab — wet sieve, dry sieve, and sedimentation — all referenced to BS 5930. For deeper strata characterisation, we often pair this with SPT drilling to get undisturbed samples from the underlying Sherwood Sandstone or Mercia Mudstone, where particle size shifts dramatically with depth.

A particle size curve is not just a classification exercise — it is the first signal of drainage, frost, and compaction problems in Warrington's glacial soils.

Our approach and scope

We recently tested a sequence of borehole samples from a site near the Manchester Ship Canal. The upper 1.2 m was a sandy clay fill — good at first glance. The hydrometer curve told a different story. Fines content was 68%, with a clay fraction of 42%. Plasticity was high. The material was frost-susceptible and would pump under cyclic loading. The contractor redesigned the capping layer in 24 hours. That is the operational tempo Warrington projects demand. Our lab runs particle size distributions in batches of six, with duplicate hydrometers on every tenth sample. Sieve stacks comply with BS 410. We report D10, D30, D60, Cu, and Cc as standard. When fines exceed 35%, the hydrometer test becomes mandatory. We use sodium hexametaphosphate as dispersant and correct for temperature and meniscus. For compaction control on the same job, we often recommend in-situ sand cone density testing to verify that the field dry density aligns with the lab curve. Where the subgrade shows high silt content, the particle size curve feeds directly into a CBR assessment for road design, ensuring the pavement foundation meets the specification before the first layer of Type 1 goes down.
Grain Size Analysis (Sieve + Hydrometer) in Warrington — Lab Testing to BS 5930
Technical reference image — Warrington

Site-specific factors

Warrington sits at roughly 8 m AOD, with groundwater levels that fluctuate seasonally across the Mersey floodplain. A particle size curve that shows a gap in the fine sand range — say between 0.1 mm and 0.5 mm — is a red flag for internal erosion. If you are placing a granular filter around a drainage pipe in that soil, you need a filter gradation that bridges the gap. The Terzaghi filter criteria are unforgiving. Get it wrong, and the fine fraction washes out. The pipe clogs. The pavement heaves. We have seen this failure mode twice in the past five years on industrial estates south of the river. Both times, the original ground investigation skipped the full hydrometer analysis. The cost to retrofit drainage was four times the lab fee. For sites within the Environment Agency flood zones, the particle size distribution is also a required input for seepage and consolidation modelling. Do not omit it.

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Technical parameters

ParameterTypical value
Test methodBS 1377-2:1990 (wet/dry sieve + hydrometer)
Sieve range75 mm to 63 µm
Hydrometer range63 µm to 2 µm (sedimentation)
Reported parametersD10, D30, D60, Cu, Cc, % gravel/sand/silt/clay
Sample mass required500 g (fine soils) to 25 kg (coarse soils)
Turnaround time3-4 working days (standard)
DispersantSodium hexametaphosphate (33 g/L)

Related services

01

Combined Sieve & Hydrometer (Full PSD)

Wet preparation, wash sieve at 63 µm, dry sieve from 75 mm to 63 µm, and sedimentation hydrometer from 63 µm to 2 µm. Results plotted on a semi-logarithmic chart with tabulated D-values and USCS/BS classification. Suitable for all fine-grained and mixed soils from Warrington's glacial and alluvial deposits.

02

Rapid Sieve Analysis (Coarse Soils Only)

For clean sands and gravels with less than 5% fines. Dry sieve only, 75 mm to 63 µm. Results in 24 hours. Common for concrete aggregate checks and drainage gravel specification on Warrington infrastructure projects. Not suitable for cohesive soils.

Reference standards

BS 5930:2015+A1:2020 — Code of practice for ground investigations, BS 1377-2:1990 — Methods of test for soils for civil engineering purposes (Part 2: Classification tests), Eurocode 7: BS EN 1997-2:2007 — Ground investigation and testing, BS 410:2000 — Test sieves. Technical requirements and testing

Common questions

What is the standard turnaround for a sieve and hydrometer test from a Warrington site?

Standard turnaround is 3-4 working days from sample receipt. We can deliver a rapid sieve (coarse fraction only) in 24 hours if the material is predominantly granular. The hydrometer sedimentation phase takes the most time — approximately 24 hours of controlled readings at 20 °C in a constant-temperature bath.

How much sample do you need for the full particle size distribution?

For fine-grained soils (silts and clays typical of Warrington's alluvial deposits), 500 g of material passing the 2 mm sieve is sufficient. For mixed soils with gravel content, we need up to 25 kg to run the full coarse sieve stack. We collect samples directly from your site or accept delivered samples in sealed bags with chain-of-custody documentation.

What does a grain size analysis cost in the Warrington area?

A combined sieve and hydrometer test typically ranges from £90 to £170 per sample, depending on the number of samples in the batch and whether you need the rapid or full sedimentation protocol. We provide a fixed-price quote before testing begins, with no hidden fees for the lab report.

Which particle size parameters do you report, and how are they used?

We report D10, D30, D60, and the coefficients of uniformity (Cu) and curvature (Cc). We also report the percentage by mass of gravel, sand, silt, and clay. These parameters feed directly into filter design (Terzaghi criteria), permeability estimation (Hazen formula), frost susceptibility classification, and compaction specification checks under BS 5930 and Eurocode 7.

Location and service area

We serve projects in Warrington and surrounding areas.

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