← Home · Investigation

SPT (Standard Penetration Test) in Bangor: Reliable BS 5930 Site Investigation

Together, we solve the challenges of tomorrow.

READ MORE →

In Bangor, what we most often encounter beneath the topsoil are the complex glacial tills and fluvioglacial deposits left behind by the last ice age across the Menai Strait region. These soils can be highly variable, ranging from stiff boulder clays to loose sands in a matter of metres. A simple boring log rarely tells the full story. The Standard Penetration Test becomes essential here because it gives you a continuous profile of relative density and consistency, correlating the N-value directly with engineering properties. For sites near the university expansion along Deiniol Road or the hillside developments overlooking the pier, combining SPT data with a seismic refraction survey helps map the bedrock depth, which in Bangor can be highly irregular due to the underlying Ordovician shales. This integrated approach avoids surprises during piling or excavation.

A single SPT N-value without geological context is just a number; correlated with the glacial history of North Wales, it becomes a reliable design parameter.

Method and coverage

A common mistake we see with projects on the steeper slopes of Upper Bangor is specifying shallow footings based on desk study assumptions, then hitting soft lenses at depth. The glacial stratigraphy along the North Wales coast doesn't follow neat layers. Our SPT work adheres to BS 5930:2015+A1:2020, using an automatic trip hammer to BS EN ISO 22476-3, which ensures consistent energy delivery and reproducible blow counts. In our experience, the real value lies in the disturbed sample recovered from the split spoon; examining it on site tells you immediately about the proportion of silt, sand, and gravel, something a number alone cannot convey. Where the N-value drops below 4 in saturated silty sands near the coastline, we will typically recommend supplementary CPT testing to refine the liquefaction potential assessment, as the cone provides a more continuous resistance profile in soft ground. We also cross-check the SPT refusal depth with local borehole records from the British Geological Survey to confirm we have reached the competent rockhead.
SPT (Standard Penetration Test) in Bangor: Reliable BS 5930 Site Investigation
Technical reference image — Bangor

Regional considerations

A recent mixed-use development on a former agricultural plot near the A5 in Bangor encountered a buried channel filled with soft organic silts at 4 metres depth. The initial three boreholes missed it entirely, and the design called for a standard strip footing. Had the investigation relied solely on widely spaced trial pits, the variation in stratigraphy would have gone undetected. By performing closely spaced SPTs, the lens was identified and the foundation design was changed to a deeper piled solution, avoiding differential settlement that would have cracked the superstructure within the first two years. The Menai Strait region is known for these hidden channels and lenses, a legacy of the last glacial retreat. Overlooking a single soft layer can lead to costly litigation and remedial underpinning, which in the constrained streets of Bangor's older quarters becomes a logistical nightmare for any contractor.

Need a geotechnical assessment?

Reply within 24h.

Email: contact@geotechnical-engineering.biz

Reference parameters


ParameterTypical value
Applicable StandardBS 5930:2015+A1:2020
Hammer TypeAutomatic trip hammer to BS EN ISO 22476-3
Rod Energy Ratio (Er)Typically 60-80% (corrected to N60)
SamplerStandard split spoon (BS type)
Test IntervalEvery 1.5 m or at stratum change
Typical Max Depth30-50 m (depending on rig access)
Reporting OutputN60, N1(60), friction angle, relative density

Associated technical services

01

SPT with Dynamic Sampling

Continuous SPT profiling at 1.5 m intervals using a tracked or modular rig suitable for the restricted access common in Bangor's terraced neighbourhoods. Includes disturbed sample recovery for visual classification.

02

N-Value Correction and Correlation

Raw N-values are corrected for overburden pressure and hammer energy (N60, N1(60)) and correlated to friction angle, relative density, and undrained shear strength using established methods by Hatanaka and others.

03

Combined SPT and Laboratory Testing

We coordinate on-site SPT with laboratory classification tests on disturbed samples, including particle size distribution and Atterberg limits, providing a complete geotechnical profile for your designer.

Standards that apply


BS 5930:2015+A1:2020 – Code of practice for ground investigations, BS EN 1997-2:2007 (Eurocode 7) – Ground investigation and testing, BS EN ISO 22476-3:2005+A1:2011 – Field testing, standard penetration test

Q&A

How much does an SPT investigation cost for a residential project in Bangor?

For a typical residential investigation with a tracked rig and 3–4 boreholes to 10 metres depth, costs generally fall between £450 and £680 per day, depending on access constraints and the number of tests required. A site-specific quotation is always prepared after a brief walkover survey.

How do you correct SPT N-values for the variable glacial soils in the Bangor area?

We apply the standard overburden correction (CN) to obtain N1(60), typically using Liao and Whitman's method. For the dense boulder clays, we also apply a rod length correction and, where energy measurements are taken, normalise to a 60% energy ratio as per BS EN ISO 22476-3. The resulting N60 values are then correlated with drained strength parameters suitable for glacial till.

Can you perform SPT testing on the steep slopes of Upper Bangor?

Yes, we use a compact, low-ground-pressure tracked rig that can operate on slopes up to 30 degrees. Access is always assessed beforehand, and we have a lightweight modular rig for the tightest gardens and rear extensions, which are common in Bangor's hillside terraces.

Location and service area

We serve projects across Bangor and surrounding areas.

View larger map