| Initial Striking-Off |
Straightedge screed or vibrating screed |
Rigid straightedge approximately 1.8–3.0 m long; vibrating models should match the pour width and concrete consistency. |
Removes excess concrete and establishes the basic elevation and flatness. |
Concrete is freshly placed and workable, with enough material above the intended level for striking off. |
Move the screed with a controlled sawing motion while advancing gradually; avoid excessive vibration. |
Check elevation with a level or laser and verify that no low spots remain. |
Do not add water to improve workability; excess water can increase shrinkage and reduce surface strength. |
| Early Consolidation |
Bull float or darby |
Bull float about 1.2–2.4 m wide for large slabs; magnesium or aluminum blades are commonly used. |
Flattens ridges, closes small surface gaps, and slightly embeds larger aggregate. |
Immediately after screeding, while the surface is still plastic but not covered with excessive bleed water. |
Push and pull with the blade kept nearly flat; lift the handle slightly on the return stroke. |
Look for a uniform surface without deep grooves, ridges, or exposed coarse aggregate. |
Do not overwork the surface or use a bull float after bleed water has accumulated. |
| Surface Refinement |
Hand float |
Magnesium, aluminum, or wood float approximately 300–500 mm long, selected according to the required texture. |
Corrects minor imperfections and brings a small amount of cement paste to the surface. |
The surface has lost its wet sheen and can support light finishing without significant displacement. |
Use long, overlapping strokes with light pressure; keep the blade or float clean. |
Confirm consistent texture and verify that the float has not pulled coarse aggregate to the surface. |
Avoid floating bleed water into the slab, as this may create a weak, dusty surface layer. |
| Edge Formation |
Concrete edger |
Edger with a rounded lip commonly producing a 6–19 mm radius, selected to match the project detail. |
Forms a neat, slightly rounded slab edge and reduces edge chipping. |
Concrete is firm enough to hold the edge but soft enough for the tool to form a continuous groove. |
Make smooth, continuous passes with the tool fully supported on the formwork. |
Check that the radius is continuous and that the edge remains aligned with the form. |
Do not force the edger through concrete that is too stiff; this can tear the edge. |
| Control-Joint Grooving |
Groover or jointing tool |
Groover sized to the specified joint width; joint depth should generally be at least one-quarter of the slab thickness. |
Creates planned weakened planes to help control random shrinkage cracking. |
Concrete is firm enough to retain the groove without closing, but still workable for cutting. |
Use a straight guide or marked layout and make one controlled pass where possible. |
Measure joint alignment, width, and depth; confirm the layout follows the project drawings. |
Coordinate joint timing carefully; late or shallow joints may not effectively control cracking. |
| Machine Troweling |
Power trowel |
Choose walk-behind or ride-on equipment according to slab size; use pans for early passes and finishing blades later. |
Produces a dense, smooth surface for industrial floors and other hard-troweled finishes. |
Bleed water has disappeared and the slab supports the machine without excessive rutting; a shallow footprint may remain. |
Begin with low blade pitch and increase gradually; overlap passes and avoid stopping in one location. |
Inspect for uniform sheen, flatness, burn marks, ridges, and surface tearing. |
Never power-trowel standing bleed water or apply dry cement to absorb moisture. |
| Slip-Resistant Texturing |
Broom or texture brush |
Stiff-bristle broom with width appropriate to the placement area; use finer bristles for lighter texture. |
Creates directional grooves that improve surface traction, especially on exterior slabs. |
Concrete is firm enough to retain texture but soft enough for bristles to form clear, shallow grooves. |
Pull the broom in one consistent direction with steady pressure and overlapping passes. |
Check groove depth, direction, spacing, and visual consistency across the slab. |
Avoid brooming too early, which can create ridges and displace paste, or too late, which can tear the surface. |
| Detail Finishing |
Margin trowel and pointing trowel |
Narrow steel blade approximately 75–150 mm wide for corners, penetrations, edges, and restricted areas. |
Refines locations that larger floats, screeds, or power equipment cannot reach. |
Concrete has sufficient body to retain a sharp detail without excessive sticking to the blade. |
Use short, controlled strokes and blend repaired areas into the surrounding finish. |
Check corners, penetrations, form edges, and transitions for voids or abrupt texture changes. |
Keep tools clean and avoid repeatedly disturbing the same area. |
| Curing and Protection |
Sprayer, curing cover, or curing compound applicator |
Low-pressure sprayer for curing compound or clean, damp curing covers that remain in continuous contact with the surface. |
Limits early moisture loss and temperature-related drying to support strength development and reduce cracking risk. |
Begin as soon as finishing is complete and the surface will not be marred by the selected curing method. |
Apply uniformly according to the product instructions or keep covers continuously damp without ponding water. |
Verify complete coverage, uninterrupted curing, and protection from early traffic or freezing conditions. |
Do not allow curing materials to stain the surface or use incompatible curing compounds before later coatings. |