SchmidtNon-Destructive Testing

Schmidt Hammer Testing

In-Situ Surface Hardness and Indicative Strength Assessment

Technical Specifications
Impact Energy2.207 Nm (standard N-type hammer)
Rebound Scale10–100 (typical concrete range 20–50)
Test Protocol12 impacts per test location, discard outliers, average remainder
Strength CorrelationCalibration curves per AS 1012.4 / BS EN 12504-2
Affected ZoneSurface 30–50mm depth
StandardsAS 1012.4, BS EN 12504-2, ASTM C805

The Schmidt rebound hammer is a portable non-destructive testing instrument that measures the surface hardness of concrete by firing a spring-loaded mass against the surface and recording the rebound distance. The rebound number provides an indication of near-surface concrete quality and, through established correlations, an estimate of compressive strength, though TRSC treats rebound hammer results as indicative rather than definitive for strength assessment.

The primary value of Schmidt hammer testing in TRSC investigations is comparative rather than absolute. By systematically testing across a structure, areas of relatively lower surface hardness, indicating potentially weaker, deteriorated, or fire-damaged concrete, can be quickly identified and targeted for more detailed investigation. This screening function makes the Schmidt hammer an efficient first-pass tool for identifying zones of concern across large structures.

Schmidt hammer testing is rapid (approximately 12 impacts per test location, taking under one minute), portable, and requires no power supply or consumables. It is the fastest way to obtain an in-situ quality indication across a large number of locations. TRSC typically deploys Schmidt hammer testing alongside GPR and UPV as part of an integrated non-destructive testing programme, with each technology providing different but complementary information about the concrete condition.

For strength assessment, TRSC does not rely on rebound hammer results alone. Rebound number is influenced by surface moisture, carbonation, aggregate type, surface texture, and the age of the concrete, all of which affect the rebound-to-strength correlation. Where compressive strength data is required for structural calculations, TRSC extracts cores and submits them for NATA-certified laboratory testing. Schmidt hammer data is used to assess whether core results are representative of the broader structure.

Technical Scope
Schmidt hammerrebound hammersurface hardnessconcrete strengthrebound numberNDTin-situ testingAS 1012.4
Direct Contact

Speak with an RPEQ-qualified structural engineer about deploying this technology on your asset.

1300 024 184

Applications

Concrete Quality Screening

Rapid assessment of relative concrete quality across large areas to identify zones of potential weakness or deterioration for further investigation.

Indicative Strength Estimation

Providing an initial estimate of in-situ compressive strength using established rebound number–strength correlations, supplemented by core testing for verification.

Fire Damage Assessment

Assessing the extent of concrete surface degradation following fire events by comparing rebound values in fire-exposed versus protected zones.

Quality Uniformity Mapping

Systematic testing across structural elements to assess construction quality consistency, identifying areas of potentially poor compaction, excessive water content, or inadequate curing.

Core Location Selection

Using rebound hammer results to guide core extraction locations, selecting representative, worst-case, and best-case zones for destructive testing to bracket the strength range.

Post-Repair Assessment

Comparing surface hardness of repair materials with parent concrete to assess repair quality and compatibility.

Frequently Asked Questions

How reliable is Schmidt hammer for strength estimation?

Schmidt hammer provides a rough strength indication, not a precise measurement. The rebound-to-strength correlation has a typical uncertainty of ±25% due to the influence of surface carbonation, moisture, aggregate type, and surface condition. TRSC uses Schmidt hammer results for comparative assessment and screening, not as a substitute for core testing when structural calculations require reliable strength data.

Why does TRSC still use core testing if Schmidt hammer can estimate strength?

Because structural engineering decisions, particularly capacity calculations, design life assessment, and remediation design, require strength data with known reliability. Schmidt hammer provides a useful screening tool and quality indicator, but its uncertainty is too large for engineering calculations with significant consequences. Core testing to AS 1012 provides strength data with defined confidence intervals that can be used in structural analysis.

Can Schmidt hammer be used on masonry?

Schmidt hammer can be applied to masonry units (bricks, blocks, stone) but the standard strength correlations developed for concrete do not apply. TRSC uses rebound hammer testing on masonry for comparative purposes, identifying variation in unit hardness across a wall, or assessing relative weathering, rather than for strength estimation. For masonry strength assessment, TRSC uses core testing or flat-jack testing.

What surface preparation is needed?

The test surface must be smooth, dry, and free of loose material. Formed or trowelled surfaces are ideal. Rough surfaces, honeycombed areas, or heavily textured finishes produce unreliable results. If the surface is unsuitable, TRSC grinds a small area (approximately 50mm × 50mm) with a carborundum stone to create an adequate test surface. Carbonated surfaces should be noted, as carbonation increases surface hardness and therefore rebound number.

Deploy Schmidt on your asset

Every investigation begins with a direct conversation with an RPEQ-qualified structural engineer. No sales intermediary, contact TRSC to discuss whether schmidt hammer testing is appropriate for your structural question.

Schmidt Hammer Testing (Schmidt) | TRSC