- Owner
- Site Supervisor
- Effective date
- September 15, 2026
- Review cycle
- Every 12 months
1.Purpose
To make sure concrete is placed, consolidated, finished and cured correctly so the finished structure meets the design strength, tolerance and surface requirements.
2.Scope
Applies to all concrete pours on the construction site, from formwork inspection through placement, finishing and curing, for slabs, footings and structural elements.
Definitions
- Slump test
- A field test measuring the consistency of fresh concrete to check it matches the ordered mix design before placement.
- Segregation
- Separation of the coarse aggregate from the cement paste during placement, which weakens the finished concrete.
- Curing
- Keeping placed concrete moist and at a suitable temperature for a set period so it gains strength properly.
3.Responsibilities
- Concrete Crew
- Places, consolidates and finishes the concrete, and applies curing measures after finishing.
- Site Supervisor
- Confirms formwork and reinforcement sign-off, schedules the pour and coordinates the delivery and pump.
- Quality Inspector
- Inspects formwork and reinforcement before the pour, tests delivered concrete, and verifies curing and stripping timing.
- Pump Operator
- Positions and operates the concrete pump or chute safely and controls the flow rate during placement.
RACI matrix
| Activity | Concrete Crew | Site Supervisor | Quality Inspector | Pump Operator |
|---|---|---|---|---|
| Inspect formwork and reinforcement before pour | I | A | R | - |
| Test delivered concrete on arrival | C | I | R/A | I |
| Place and consolidate concrete | R/A | I | C | R |
| Finish and cure the surface | R/A | I | C | - |
| Approve formwork stripping | I | C | R/A | - |
R = Responsible, A = Accountable, C = Consulted, I = Informed
4.Materials and PPE
Materials, tools and systems
- โApproved concrete mix design and delivery ticket
- โSlump test cone and testing kit
- โConcrete pump, chute or bucket
- โVibrator for consolidation
- โScreed board and finishing tools (float, trowel)
- โCuring compound or curing blankets and plastic sheeting
- โFormwork and reinforcement inspection checklist
Personal protective equipment
- โHard hat
- โSafety glasses
- โRubber boots resistant to wet concrete
- โChemical-resistant gloves
- โHigh-visibility vest
5.Procedure
- 5.1
Inspect formwork and reinforcement
Quality InspectorBefore ordering concrete, the quality inspector checks formwork alignment, bracing and cleanliness, and confirms reinforcement placement, cover and tie-off match the drawings, then signs off the pour.
Checkpoint: The pour does not start until formwork and reinforcement are signed off against the drawings.
- 5.2
Schedule the concrete delivery
Site SupervisorConfirm the mix design, quantity and pour sequence with the supplier, and schedule the pump or chute and crew to arrive together with the first truck.
- 5.3
Check the delivery ticket and slump on arrival
Quality InspectorOn arrival, check the delivery ticket against the ordered mix design and batch time, then perform a slump test and reject the load if it falls outside the accepted range.
Warning: Never add water on site to adjust slump beyond what the mix design and supplier allow.
- 5.4
Position the pump or chute
Pump OperatorSet up the pump line or chute to reach the pour area safely, keeping the discharge point close to its final position to reduce the drop and movement of wet concrete.
- 5.5
Place concrete in sequence
Concrete CrewPlace concrete in the planned sequence and in layers, keeping the discharge point close to its final resting place and avoiding dropping or dragging it long distances that could cause segregation.
- 5.6
Consolidate with a vibrator
Concrete CrewInsert the vibrator vertically at regular intervals into each layer, holding it long enough to release trapped air without over-vibrating, and avoid contact with reinforcement or formwork.
- 5.7
Screed and level the surface
Concrete CrewStrike off excess concrete with a screed board guided by the formwork edges or screed rails to bring the surface to the correct level and slope.
- 5.8
Finish the surface
Concrete CrewFloat and trowel the surface to the specified finish once bleed water has evaporated, timing the finishing to avoid trapping water or damaging the surface.
Checkpoint: Finishing starts only after surface bleed water has disappeared.
- 5.9
Apply curing measures
Concrete CrewApply curing compound, cover with curing blankets, or keep the surface continuously moist as soon as the finish allows, protecting it from rapid drying, wind and temperature extremes.
- 5.10
Maintain curing for the required period
Site SupervisorKeep the curing method in place for the period set by the mix design or project specification, checking coverings periodically to confirm they remain intact.
- 5.11
Approve formwork stripping
Quality InspectorConfirm the concrete has reached the strength required for stripping, based on test cylinder results or the specified time, before authorizing formwork removal.
- 5.12
Clean up and record the pour
Site SupervisorWash down equipment away from drains in a designated washout area, and record the pour date, quantity, mix design, slump result and any issues in the site log.
6.Quality checks
- โFormwork and reinforcement are signed off against the drawings before every pour.
- โSlump test results are recorded for every truck and fall within the accepted range.
- โTest cylinders are taken and cured for strength testing on structural pours.
- โCuring measures remain in place for the full period specified for the mix.
- โFormwork is not stripped before the concrete reaches the required strength.
7.Records
- โDelivery tickets and slump test results
- โFormwork and reinforcement inspection sign-off
- โTest cylinder records and strength results
- โPour log with date, quantity and issues noted
8.KPIs
- โPercentage of loads accepted on first slump test
- โNumber of formwork or reinforcement rejections before pour
- โAverage time between finishing and curing application
9.Common mistakes
- โAdding water on site to make a stiff load easier to place.
- โStarting to trowel before bleed water has left the surface.
- โSkipping curing measures because the crew is in a hurry to move on.
- โStripping formwork before test results confirm the concrete has reached strength.
10.Revision history
| Revision | Date | Description | Reviewed by |
|---|---|---|---|
| 1.0 | September 15, 2026 | Initial release | Ilia Pirozhenko |
This is a template. Adapt it to your organization, equipment and local regulations before use.