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Quality & safety

Hold the concrete to IS 456, from pour card to cube result

Write the concrete inspection and test plan, clear each pour before it starts, cast and track the cubes against the pour they came from, act on a failed result properly, and keep the certificates where handover will need them.

5 steps20 minGeneral contractorProject / construction management firmSpecialist subcontractorDeveloper / client

How it works, step by step

5 steps across the platform - what you do at each one, and why it matters.

1

Write the test plan before the first pour, not after

Quality Management

Set out, per grade and per element type, what is checked and when: mix approval, workability at the point of placing, the sampling frequency the code sets by volume placed, the ages at which cubes are tested, curing, and formwork striking. Mark the pre-pour check as a hold point rather than as a notification.

Why: A hold point is the only instrument that survives a busy site. A check written as a notification is done when there is time, which on a pour day there is not, and the pour goes ahead because stopping it costs a truck of concrete.

InSpecification and gradesThe code requirements that applyOutAn inspection and test plan for concreteHold points nobody may pass
2

Clear the pour on the things that disappear

Inspections

Inspect against the plan before concrete is called: bar size, spacing and laps against the schedule, cover blocks in place and of the right thickness, the detailing at joints and confinement zones, formwork line and support, and the element clean. Photograph the reinforcement, and record who cleared it.

Why: Everything in that list is invisible an hour later and expensive to verify afterwards. Cover in particular decides how long the structure lasts and cannot be inspected once poured, so the record made at this moment is the only evidence that will ever exist.

InThe element about to be pouredReinforcement drawings and schedulesOutA cleared pour, with evidenceWhat the reinforcement looked like
3

Cast the cubes and tie them to the element, not to the day

Forms & checklists

Fill the pour card as the concrete is placed: grade, volume, time, workability reading, weather, and the identification of every cube cast from it, against the element being poured. Record the test ages that fall due from those dates.

Why: Cubes identified only by date are useless on a site pouring three elements a day. When a result comes back low, the question is which element it belongs to, and a card that answers that turns a structural investigation into a check of one beam.

InThe pour, its grade and its volumeOutCubes tied to the element they came fromTest dates falling due
4

Treat a low result as a bounded non-conformance

NCRs

Read the results against the acceptance criteria the code sets, and where they fall short, raise a non-conformance naming the element, the pour and the volume affected. Record the further testing or structural assessment agreed, and who signs off the outcome.

Why: A low seven day result is information, not a verdict, and a low twenty-eight day result has a defined route through it. What decides the cost is whether the extent is known. A non-conformance that names one element is a repair; one that cannot say which pour it belongs to becomes a survey of a floor.

InCube results at each ageOutA non-conformance with a known extentThe route to acceptance or rejection
5

File the certificates against the structure they prove

Documents

Keep the pour cards, the laboratory certificates, the pre-pour clearances and any non-conformance and its closure together, organised by element rather than by month.

Why: At handover, and at any later query about the structure, the question is always about a part of the building rather than about a period of time. A file arranged by element answers it in minutes; one arranged by month is searched by somebody who was not there.

InTest certificates and pour cardsOutA concrete file arranged by element

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