In short
First movement is the load at which an anchor starts to move, usually taken at 0.1 mm. BS 8539 asks for it to be recorded in every site test. A falling reading after the load stops is often load relaxation, not failure: reload to the same level and a sound anchor shows little further drop.
This guide explains how site tests are planned and carried out under BS 8539:2012+A1:2021. It does not replace the standard, the anchor manufacturer's data, or the instructions of the specifier or engineer responsible for the job, who decides the test plan, the loads and the factors. A test records what happened on the day; it does not approve a fixing for use.
Key figures
| First movement | Usually recorded at 0.1 mm of movement |
|---|---|
| Dial gauge accuracy | 0.02 mm or better |
| Readings when measuring movement in detail | At least 10 load steps up to the expected failure load |
| Stop point when loading preliminary test anchors to failure after a failure | About 1.0 mm of movement |
| Time to reach the maximum load in a test to failure, without detailed movement measurement | 60 to 90 seconds |
| Movement allowed in a proof test | None |
What is first movement?
First movement is the load at which an anchor begins to shift in the base material, and on site it is usually read at 0.1 mm of movement. It matters because an anchor that moves under its working load may be strong enough but still unsuitable, so BS 8539:2012+A1:2021 asks for it in every site test. (Site tests to a European Assessment Document don't ask for it.)
You don't need to pin the exact moment down. Once an anchor starts to move you can usually see it, and the load barely changes between 0.1 and 0.2 mm.
Expect a high figure where the anchor clamps something to the surface. On a bracket bolted tight to a wall, for example, a sound anchor usually shows no significant movement until the load is well past the manufacturer's recommended resistance.
How is first movement recorded?
On most tests, watch the joint where the pulling plate meets the base material, by eye or with a feeler gauge, and note the load when it opens. If you are pulling from a coupler above a nut tightened to its installation torque, watch the washer under that nut instead: the load at which it goes slack is your first movement.
When the engineer wants movement measured properly, set up a dial gauge:
- Choose a gauge accurate to 0.02 mm or better.
- Stand it on its own base, clear of the bridge (which flexes under load) and of any concrete that might lift. Never fix it to the bridge.
- Point it at the anchor as directly as you can; a pulling frame with the gauge inside, bearing on the bolt head, works well.
- Note the reading at zero load, then load in at least 10 steps up to the expected failure load.
- At each step, wait for load and movement to settle, then write both down together.
A digital tester with a displacement module can draw the load and movement graph for you. Detailed measurement makes each test much slower, so it is only done when the engineer asks for it, as some safety-critical work does, so the movement can be compared with the anchor's European Technical Assessment.
What is load relaxation?
Load relaxation is the reading drifting down on a sound anchor once you stop loading. It is normal, and it is why, when you load in steps, you wait for the reading to settle and then read load and movement together. The cause is stress around the anchor spreading into the base material; it slows over the anchor's life but never quite stops.
How can I tell load relaxation from a failing anchor?
Reload to the same level: a relaxing anchor barely drops again, while a failing one drops again and slips further out.
This check matters most with resin anchors. They do not fail suddenly: after the bond has gone, it can still take a large force to pull the anchor out, so a failed bonded anchor can look as if it is still holding.
How fast should the load be applied?
Apply the load steadily, reaching a proof load in about 30 seconds or a failure load in 60 to 90 seconds, unless movement is being measured in steps.
Agree the stop rule before a test to failure or a preliminary test. Once the load passes the clamping force from tightening, some movement is normal; the engineer says whether to record it. The engineer may also set a movement limit that counts as failure: stop there, and state the limit in the report. When the 5 preliminary test anchors are loaded to failure after one has failed, stop at about 1.0 mm to limit damage, and take that load as the failure load. See preliminary tests.
How do anchors fail?
Anchors fail in one of three places: the anchor itself, its grip in the hole, or the base material around it. Shear tests add one more mode, pry-out, where the anchor is levered out. Name the failure by what gave way.
Failure modes, grouped by what gives way
| What gave way | Failure mode | What you see on site |
|---|---|---|
| The anchor itself | Bolt breakage | The bolt or rod breaks |
| The anchor's grip | Pull-out | The whole anchor slides out in one piece, and the base material around it is undamaged |
| The anchor's grip | Pull-through or excessive movement | The anchor pulls through, or moves further than the test allows |
| The anchor's grip | Resin bond failure | The bond shears. Typically the resin parts from the hole wall along the top two-thirds of the stud, and from the stud along the bottom third |
| The anchor's grip | Combined bond and cone | A bonded anchor comes out with a shallow cone of concrete still attached near the surface |
| The base material | Concrete cone | A cone-shaped piece of concrete comes away with the anchor; measure its size |
| The base material | Cracking or spalling | The base material cracks, or flakes off at the surface |
| The base material | Splitting | The base material splits apart |
| Shear tests only | Pry-out | The anchor is levered out of the hole, possibly bent but not broken, and the base material is damaged |
What should be recorded when an anchor fails?
Record the failure mode, the load and, where a cone of material broke away, its size. Describe what the anchor and the surrounding material look like afterwards, cracks included. If the anchor did not fail, release the load and record any movement that remains.
Remove or mark every anchor that was tested to failure, or that failed to reach its proof load, so that it is never put into service. The test report records what happened. It does not say why an anchor failed or what to do next unless the tester is qualified to judge that, and it does not approve the fixing. See what goes in a site test report.
Is any movement allowed in a proof test?
No movement is allowed in a proof test. Any movement seen must be recorded, and it counts as a failure. A visual check is usually enough. Our test-load calculator page shows how proof and preliminary test loads are worked out. See proof testing explained.
More questions
Usually at 0.1 mm. Watch where the pulling plate sits on the wall or slab, by eye or with a feeler gauge.
That is usually load relaxation, as stresses in the anchorage spread into the base material. Raise the load back to the same level: a sound anchor shows very little further drop, while a failing anchor relaxes again and slips further.
No. A dial gauge is needed only when the engineer responsible asks for movement to be measured in detail. Proof tests usually need only a visual check, because any movement is a failure.
On a separate stand that does not move, never on the test bridge, which can deflect under load. Keep it clear of any base material that might move during the test.
Pry-out is a failure mode seen only in shear tests: the anchor is levered out of the base material without breaking, sometimes bent, with some damage to the base material. See shear testing.
Sources
- BS 8539:2012+A1:2021 Code of practice for the selection and installation of post-installed anchors in concrete and masonry, BSI
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