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Specifying new concrete slabs for polishing

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New Concrete Slabs

A polished concrete finish starts with the slab. Mix selection, placement, finishing and curing affect the surface that grinding exposes. Coordinate those decisions with the intended aggregate exposure and appearance before concrete is placed, then assign protection through the remaining construction.

This guide covers the slab decisions that affect polishing. Structural design remains with the responsible designer; ACI SPEC-310.1-20 covers polished finishes and excludes construction of the cast-in-place slab.

For the complete sequence of submittals, mockups and acceptance, see our polished concrete guide for builders.

Plan the slab before placement

Several decisions that shape the polished finish are made before any concrete is placed: the coordination meeting, the subgrade, the mix and moisture control below the slab. We review these with the project team early, so the intended finish and acceptance criteria are agreed before placement.

Coordinate the slab and polishing requirements before placement

The Concrete Polishing Council (CPC) guide specification requires a preinstallation conference before placing concrete in areas scheduled for polishing. ACI SPEC-310.1-20 requires a preconstruction conference when specified.

Agree on the intended finish, acceptance criteria and responsibilities at this stage. Our preinstallation coordination guide covers the meeting and approval requirements.

Prepare a uniform subgrade

For slabs on ground, the Concrete Polishing Association of America (CPAA) recommends fine grading the subgrade uniformly flat with a laser device. Rises and depressions can vary slab thickness and increase cracking potential. Depressions can also allow bleed water to pool over the vapor barrier, causing differential curing and drying that leaves surface blemishes.

Coordinate the mix with the polishing system

Manufacturer mix guidance and project specifications can impose different requirements. RetroPlate’s mix recommendations, for example, apply to its polishing system; the Ashford Formula’s pozzolan threshold limits warranty coverage. They are not interchangeable limits for all polished concrete.

The cement, supplementary cementitious materials and admixtures guide compares the product-specific provisions. Where a project requires performance-based concrete specifications, resolve conflicts with prescriptive manufacturer guidance before placement; our concrete mix specification guide addresses that coordination.

Address below-slab moisture and finish sensitivity

Below-slab moisture control and the finish’s moisture sensitivity need separate attention. On projects governed by GSA P100, May 2024, the moisture-control provisions require a vapor barrier directly beneath slab-on-grade construction and where concrete structures separate conditioned and unconditioned spaces.

Moisture can affect topical color, densifier penetration, shine, cure marks and efflorescence, as Jennifer Faller describes in her Concrete Decor article on moisture and polished finishes.

Our vapor retarders and moisture-related finish guide explains the source-specific requirements and finish risks.

Place, finish and cure the slab

Placement, finishing and curing shape the surface that grinding later exposes. Flatness can change before polishing begins, troweling methods change surface density and how color is absorbed, and curing methods can leave marks in the finish. Each step needs to be coordinated with the intended appearance.

Account for flatness when polishing begins

Flatness at placement does not necessarily describe the slab when grinding starts. CPC guidance identifies flatness at the time of polishing as important to selecting aggregate exposure and calls for early coordination of changes over time, including curling in slabs on ground.

See placement flatness versus flatness at polishing before selecting the final exposure class.

Coordinate finishing with the intended appearance

CPC Position Statement #5 identifies differences between machine-troweled and manually troweled surfaces: machine troweling produces a denser, harder and darker surface. Different densities also absorb added color differently.

The National Ready Mixed Concrete Association (NRMCA), in CIP 14, warns that finishing while concrete is bleeding or has water on the surface causes defects such as dusting, scaling, crazing, delamination and blisters.

Deeper grinding may reduce appearance differences caused by surface density, but it can change the intended finish and add cost.

Specify curing and check product compatibility

Curing affects appearance as well as concrete development. NRMCA CIP 11 identifies wrinkles in plastic-sheet curing covers as a cause of dark streaks or mottling.

Do not assume that a densifier also serves as a curing compound.

Before polishing under ACI SPEC-310.1-20, confirm that curing followed the Contract Documents and complete the specified surface preparation. The curing compounds and densifier compatibility guide covers the product restrictions and preparation requirements.

Confirm readiness and protect the slab

Before grinding starts, readiness is confirmed against the project requirements rather than assumed from slab age. Suspended slabs need their own planning and mockup, and protection responsibilities should be assigned early because the slab needs protecting after placement and again after polishing.

Confirm strength and hardness before grinding

Slab age alone does not establish readiness. ACI SPEC-310.1-20 requires confirmation that concrete compressive strength meets the Contract Documents before polishing. Its minimum 28-day cure provision applies to the mockup area.

CPC also warns that portland-limestone cement mixtures may need additional time to develop acceptable surface hardness. The strength, age and polishing-readiness guide separates these checks from a fixed calendar date.

Treat suspended slabs as a separate condition

Suspended slabs can deflect and develop high and low areas that produce different grinding depths and aggregate exposure. A ground-level mockup does not reproduce those conditions.

American Society of Concrete Contractors authors recommend locating the mockup on the suspended slab itself. Our suspended-slab polishing guide covers the appearance and coordination issues.

Assign protection through construction

CPC Position Statement #1 calls for protection after slab placement and again after polishing. It places that responsibility with an organization present through construction that can control other trades’ activities and schedules.

Identify that responsibility before work begins. The construction protection guide covers both protection periods.

Frequently Asked Questions

No. ACI SPEC-310.1-20 excludes construction of the cast-in-place slab. Coordinate the slab specification with the polished-finish requirements; structural design remains with the responsible designer.

Coordinate the concrete mix, intended aggregate exposure, finishing methods, curing, mockup approval and slab protection. Establish the finish requirements and responsibilities before placement so the slab and polishing specifications work together.

Not automatically. Under ACI SPEC-310.1-20, production concrete must meet the compressive strength required by the Contract Documents. The cited 28-day minimum cure applies to the mockup area, and surface hardness may require additional time to develop.

Flatness affects grinding depth and aggregate exposure. CPC guidance identifies flatness at the time of grinding and polishing as important to selecting the exposure class, including changes caused by slab curling after placement.

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