Skip to content
All insights
Testing Methods

Rebound hammer or ultrasonic: which test, and when

Two non-destructive methods, routinely treated as interchangeable. They measure different properties, and the difference decides which one answers your question.

R. AlvarezNDT Testing Specialist2 min read

Non-destructive testing gets requested as a single item — "can you test the concrete" — as though the methods were graded by accuracy and you simply pick the best one you can afford. They are not graded. They measure different physical properties, and each is close to useless at the other's job.

What each one is actually measuring

A rebound hammer measures surface hardness. A calibrated mass strikes the concrete and the instrument records how far it bounces back. Harder surface, higher rebound. It reads the outer few centimetres and nothing beyond them.

Ultrasonic pulse velocity measures how fast sound crosses the element. A pulse is sent in one face and timed at the other. Sound travels quickly through sound, dense concrete and slowly through concrete containing voids, cracking or poor compaction — so UPV reads the whole thickness, but reads it as a single averaged path.

Choosing between them

  • Uniformity across a large pour, or a quick comparative survey of many elements: rebound hammer. It is fast, needs one face, and is well suited to finding the outlier among fifty columns.
  • Suspected voids, honeycombing, internal cracking or depth of damage: UPV. Surface hardness will tell you nothing about a void behind it.
  • An actual strength figure you intend to rely on: neither, alone. Both are correlations. They need calibrating against cores taken from the same concrete before a number from either means anything defensible.

The pairing that works

In practice the two are complementary and are usually run together. UPV locates where the concrete is not behaving as it should; the rebound hammer covers ground quickly across everything else; and a small number of cores, taken where the other two disagree, anchor the whole survey to a real measured strength. That combination is what lets a survey cover an entire phase of completed units while opening only one of them.

Both methods are correlations. A number from either, uncalibrated, is an opinion with a decimal point.

Keep reading

  • Assessment2 min read

    Reading a crack: which ones matter

    Not every crack is structural, and the alarming-looking ones are often the least serious. What an engineer looks at before deciding.

    Read
  • Verification2 min read

    What lenders actually look for in a verification report

    A technically correct report can still be rejected. Usually the problem is not the engineering — it is that the report answers a different question than the one the credit committee asked.

    Read

Need this looked at properly?

Book an inspection and get a certified engineer on site — with a report you can act on.

Book Your Inspection