Define acceptance before booking the pour
Start with the issued foundation drawings and construction specification. Identify the required concrete, reinforcement, geometry, surface finish, testing and curing provisions. Assign the people who will inspect, record and authorise each stage. A concrete delivery booking should follow the readiness review rather than create pressure to bypass it.
Keep the court interfaces in the inspection plan: plate seats, drainage crossings, service routes, access thresholds and the later surface build-up. Establish who can resolve a discrepancy on the day. If a critical detail remains open, make its status visible to the project manager before labour, pumps and deliveries are committed.
Inspect what the concrete will conceal
Record the completed formation and any specified ground or sub-base tests. Check that the forms, reinforcement supports, cover provisions and planned joints match the accepted drawings. Review the areas beneath each post connection and the coordination of drainage and services.
Use photographs as supporting evidence with location labels and scale references where useful. They should accompany inspection results, not replace measurements or acceptance. A clear pre-pour record lets the next reviewer understand what was inspected, which revision governed and how outstanding items were closed.
| Check group | Record before covering | Release question |
|---|---|---|
| Ground and build-up | Formation condition and specified test references | Is the designed support ready? |
| Geometry | Form levels, plate zones and construction limits | Will the court interfaces fit? |
| Reinforcement | Drawing revision, position and support inspection | Does the placement match the design? |
| Drainage and services | Crossings, sleeves and access locations | Are concealed interfaces coordinated? |
| Execution | Placement, joint, weather and curing plan | Can the planned work be completed and protected? |
Keep a placement record that follows the concrete
Link delivery tickets to the areas where concrete is placed. Record the project-specified checks, samples, placement times and any authorised adjustments. If there is an interruption or unexpected condition, record what happened and obtain the agreed instruction; do not silently alter the joint or placement strategy.
A mix label is only part of the specification. The Concrete Society explains that European strength-class notation distinguishes cylinder and cube strengths. For an international project, ask the designer and concrete producer to confirm the locally specified mix and test basis rather than substituting a rounded psi label for an entire European specification.
Plan curing and protection as part of the work
The curing method, weather response and access restrictions should be arranged before placement. Identify who provides the materials, applies the method, checks its condition and keeps the record. Include protection from damage by later trades and the process for reporting surface defects.
ACI describes curing as maintaining suitable moisture and temperature conditions for the concrete's properties to develop. Use the project's specified method and duration, and coordinate any curing compound with the subsequent surface system. A slab that looks dry or has reached a particular age is not, by appearance alone, documented as ready for drilling or loading.
Release drilling and surfacing against their own requirements
Create separate readiness decisions for surveying, drilling, installing the enclosure and applying the playing surface. Each activity can depend on different evidence. Link the relevant strength results, condition checks and supplier instructions to the release record instead of treating one date as permission for every following operation.
Hilti's explanation of mechanical and adhesive anchors shows that fastening systems have different installation and loading behaviour. The selected product's approval and installation instructions govern the project procedure. Refer cracks, damaged edges or unplanned holes to the responsible designer before anchoring in the affected area.
Close the quality file with measured results
Complete the agreed level, regularity and drainage checks after the relevant work is ready for assessment. Record locations and results so a defect can be found again. A departure from the specified finish or geometry needs a documented disposition: accepted by the appropriate party, repaired and rechecked, or left open with a clear restriction.
The final file should bring together the pre-pour release, delivery and test references, curing record, surveys, drainage observations and correction history. Share the accepted interface information with the court installer before mobilisation. This gives the project a practical handover and reduces reliance on recollections of what happened during the pour.
Further reference
Sources & scope
- ACI — curing and development of concrete properties
- Concrete Society — cylinder and cube strength-class notation
- Hilti — mechanical and adhesive anchor behaviour
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