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York, UK
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CPT Testing in York: Stratified Ground Assessment with Cone Penetration Data

York sits at just 13 metres above sea level, where the River Ouse and Foss carve through layers of glacial till, laminated clays, and alluvial silts deposited over the Sherwood Sandstone. Building here means dealing with soft ground profiles that change within 50 metres. Our CPT (Cone Penetration Test) service captures cone resistance, sleeve friction, and dynamic pore pressure continuously through these transitions. A single push can reach 15 to 20 metres depth, feeding real-time logs to the site engineer. For coarser gravel pockets that stop the cone, we switch to spt drilling to recover disturbed samples and keep the investigation moving. BS EN 1997-2:2007 governs the procedure, and every push is referenced against the BGS superficial-deposits mapping for central Yorkshire.

A single CPT sounding in York's Ouse floodplain can replace three boreholes when the stratigraphy is laterally continuous clay.

Process and scope

Ground conditions shift sharply between the city centre and the A64 corridor. Clifton and Heworth sit on dense reddish-brown till with overconsolidated clays that generate high sleeve friction and low pore-pressure dissipation. By contrast, the Holgate and Leeman Road areas, closer to the Ouse, contain 2 to 5 metres of soft alluvium over gravel lenses. In those floodplain zones, we run dissipation tests to measure the coefficient of consolidation, and we correlate the corrected cone resistance with undrained shear strength for immediate bearing-capacity estimates. When the target is a piled solution near the Foss, we combine the CPT profile with pile design parameters to size shaft resistance and end bearing without waiting for lab triaxial results. The data stream includes qₜ, Rf, and u₂, all plotted against depth at 20 mm intervals.
CPT Testing in York: Stratified Ground Assessment with Cone Penetration Data

Local ground factors

The most common mistake we see on York sites is assuming a uniform clay profile when the borehole log shows one metre of stiff till. The CPT often reveals a 400 mm peat layer or a loose silt lens that a cable-percussion borehole simply missed. Missing that lens leads to differential settlement in strip footings or excessive pile settlement when the toe sits just above the weak zone. We have also seen pore pressure equalisation failures where contractors skip dissipation tests and then face time-dependent settlement in flood-defence embankments. A single CPT with pore-pressure measurement clarifies the drainage regime and flags under-consolidated layers before the concrete pour.

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Relevant standards

BS EN 1997-2:2007 — Ground investigation and testing, BS 5930:2015 — Code of practice for ground investigations, AGS 4 — Electronic transfer of geotechnical data

Other technical services

01

Piezocone (CPTu) Investigation

Continuous push with pore-pressure measurement at the u₂ position. Includes dissipation tests at target depths to estimate consolidation characteristics in York's laminated clays.

02

CPT-Logged Geotechnical Report

Corrected cone resistance, friction ratio, and SBTn classification delivered in AGS 4 format. Parameters for shallow foundation and pile design calculated per Eurocode 7.

03

Combined CPT and Rotary Drilling

When gravel lenses stop the cone, we follow with dynamic sampling or rotary coring to extend the ground model through the Sherwood Sandstone interface.

Typical parameters

ParameterTypical value
Cone capacity20 tonne push force, 36 mm diameter
Measured parametersqₜ, fₛ, u₂, Rf, corrected qₜ/σ'ᵥ₀
Depth rangeUp to 20 m bgl (refusal on gravel)
Pore pressure sensoru₂ position, saturated filter element
Data interval20 mm continuous digital log
Dissipation testingt₅₀ and coefficient of consolidation cᵥ
Soil behaviour typeRobertson (1990) and updated SBTn charts
Reporting standardBS EN 1997-2:2007, AGS 4 data format

Quick answers

How much does a CPT test cost in York?

For standard piezocone pushes in the York area, prices range from £140 to £200 per sounding, depending on depth, access constraints, and whether dissipation tests are required. Mobilisation is quoted separately based on distance and rig size.

How deep can the CPT rig penetrate in York's glacial till?

Our 20-tonne rig typically reaches 15 to 20 metres in the stiff till and clay formations found across York. Refusal occurs on dense gravel layers or the Sherwood Sandstone bedrock. When that happens, we switch to rotary drilling to continue the investigation.

What parameters does a CPT provide for foundation design?

The CPT delivers continuous profiles of cone resistance (qₜ), sleeve friction (fₛ), and pore pressure (u₂). From these we derive undrained shear strength, relative density, effective friction angle, and constrained modulus. For piled foundations, the data feeds direct methods for shaft friction and end-bearing capacity.

Is CPT suitable for the soft alluvial soils near the River Ouse?

Yes, CPT is particularly effective in York's floodplain deposits. The soft silts and clays west of the Ouse produce clean cone resistance profiles with clear transitions between layers. Dissipation tests in these soils provide reliable consolidation coefficients for settlement analysis.

How quickly can we get CPT results on a York site?

Field data is visible in real time on the acquisition screen. We typically deliver the processed AGS 4 file and preliminary soil behaviour type logs within 24 hours of completing the soundings. Full interpretative reports follow within three working days. More info.

Location and service area

We serve projects in York and surrounding areas.

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