NDTScan is the UK's first Level 4 UKCSS Operator and does this work from Oxford across the Thames Valley, London and the whole of the UK. This page is the starting point if you are not sure which method you need; each service below has its own page.
The concrete scanning services
- GPR concrete scanning. Ground penetrating radar for reinforcement, tendons, conduits, voids and slab thickness from one face. The first method on most jobs.
- Scanning before drilling or coring. The slab, wall or soffit scanned and the targets marked out where required before anyone cuts into it.
- Post-tension cable detection. Tendons and ducts in post-tensioned floors indicated before coring, with the limits of the method stated.
- Rebar scanning and reinforcement mapping. Bar position, spacing, layers and estimated cover across an area, for the engineer's calculation.
- Ferroscan surveys. Electromagnetic cover and diameter estimation close to the surface, where radar's estimate is not enough.
- Ultrasonic testing of concrete. Pulse velocity to BS EN 12504-4 and pulse echo for thickness, honeycombing and delamination.
- Concrete compressive strength assessment. Rebound hammer, pulse velocity and cores combined and reported to BS EN 13791.
- RAAC surveys. Plank by plank identification and condition assessment in line with IStructE guidance; see how to identify RAAC.
- Concrete x-ray. Why radiography is rarely practical on site, and what replaces it.

Condition surveys: cover, carbonation and corrosion
Where the question is how long an element has left rather than what is inside it, three measurements are taken together. A cover survey with the Hilti PS Ferroscan or a cover meter maps the depth of concrete over the reinforcement and flags where it falls below the minimum in BS 8110 or Eurocode 2. Carbonation depth is measured on cores or drillings with phenolphthalein indicator to BS 1881-210, and set against the cover to estimate the time to depassivation. Half-cell potential mapping to ASTM C876 and BS 1881-201 records the electrochemical potential of the reinforcement across the surface, and the pattern indicates where active corrosion is likely. Reported together, they give the engineer a basis for repair priorities and a maintenance plan rather than a guess.
How a concrete scanning project runs
- The brief. What the element is, what you need to do to it or know about it, drawings if they exist, and access. From that the specialist proposes the methods and the scope, in writing, with a price.
- On site. The right antenna or instrument for the element, a grid the survey can be repeated on, and marking out on the surface where it is required. Short-notice attendance is usually within one to two working days across the Thames Valley, London and the Home Counties, and same day where the diary allows.
- Interpretation. The data is worked up in the office before a single conclusion is drawn. The specialist who scanned the structure is the one who interprets it and writes the report.
- The report. Scaled plans of every scanned area with the indicated targets, depth tables, photographs, the equipment and settings used, the standard applied, and the confidence attached to each finding with what it must not be relied on for. It follows within an agreed number of working days.
What concrete scanning cannot tell you
Radar indicates reinforcement where the signal reaches it; bars masked by closer steel, or deep in dense concrete, may not resolve, and radar does not measure bar diameter. Pulse velocity gives an estimate of strength, not a tested value; cores give the tested value. No method sees through a steel plate, a foil-backed board or standing water. Every NDTScan report says which of these limits applied, because an engineer deciding whether to core through a slab needs to know what the scan could not see as much as what it could. See the UK Concrete Scanning Standard for how this is set out.
Who instructs NDTScan
Structural engineers who need the reinforcement or the strength of an element before they can calculate; main and fit-out contractors and drilling and coring specialists who need to know what is in a slab before they cut it; building owners, schools, trusts, councils and housing providers facing RAAC; and surveyors and insurers who need a condition record they can rely on. The sectors NDTScan works in and the equipment it carries are set out on their own pages.
Where
Oxford based, with the Thames Valley, London and the Home Counties covered at short notice: Oxfordshire, Berkshire, Buckinghamshire, and the cities on the locations page, including London, Bristol, Birmingham and Southampton. The rest of the UK and Europe by arrangement.
What does a concrete scan cost?
Most pre-drill and pre-core surveys are priced as a half day or a day on site plus the report, and quoted in writing from a description of the element, its location and what you need to do to it. Larger condition surveys are priced from the scope agreed with the engineer.
How quickly can NDTScan attend?
From the Oxford base, usually within one to two working days across the Thames Valley, London and the Home Counties, and same day where the diary allows. Anywhere in the UK is reached by arrangement. The interpreted report follows within an agreed number of working days.
What is a Level 4 UKCSS Operator?
The highest operator level under the UK Concrete Scanning Standard, covering survey design, data interpretation and reporting as well as scanning itself. NDTScan was the first company in the UK to reach it, and the specialist who scans your structure is the one who writes the report.
Questions we are asked
Which concrete scanning method do I need?
Tell us what you need to do to the element and what you need to know, and the specialist proposes the method. Drilling or coring: GPR, with Ferroscan where cover matters. Suspected post-tensioning: GPR with a dual-polarisation antenna, and sometimes a small break-out. Strength: rebound hammer and pulse velocity together, cores where the engineer needs a tested number. RAAC: plank by plank GPR identification. Corrosion risk: cover, carbonation and half-cell together.
Concrete scanning guides
The questions behind most enquiries
How to identify RAAC
What RAAC looks like, where it was used, and what a visual check cannot tell you.
Read the guideScanning before drilling or coring
What happens on the day, what the marks mean, and what the contractor receives.
Read the guidePost-tension detection
How tendons are investigated in a post-tensioned slab, and when the engineer decides.
Read the guideRebar scanning
Bar position, spacing and estimated cover, and what a scan cannot tell you.
Read the guideFerroscan surveys
What the Hilti system does well, and where radar takes over.
Read the guideConcrete x-ray
Why radiography is rarely practical on site, and what replaces it.
Read the guideWhat clients and partners say
In their words
I have worked with Neil on a number of projects and have found him to be extremely knowledgeable in the fields of concrete scanning and structural repair. His approach to the task is very structured and professional, and communication throughout the project is always open and honest. I will be working with Neil again in the future, and I would happily recommend him.
I had the pleasure of working with Neil on a complex project involving structural remediation, where his expertise was key to our success. Neil was professional, knowledgeable, and solution-focused throughout. He worked seamlessly with the client team and brought the right attitude to every challenge.
Neil is an expert in his field, with a high level understanding of concrete scanning techniques, concrete repairs, and the technology that suits. He shows a keen interest in innovation and is open to learning new methodologies. I would highly recommend Neil to those seeking his services.

