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Polished concrete mix requirements and manufacturer limits

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Concrete Mix Specifications

Specify the performance the concrete must achieve, then check that the selected polishing system and its warranty fit those requirements. A project design standard, a manufacturer’s mix recommendation and a warranty limit serve different purposes—even when they discuss the same materials.

GSA’s P100: Facilities Standards for the Public Buildings Service, May 2024, the RetroPlate mix guide and Ashford Formula warranty illustrate the distinction. Check these requirements and recommendations together during preinstallation coordination, before finalizing the concrete and polishing scopes.

Distinguish performance requirements from mix prescriptions

For projects governed by GSA P100 (May 2024), §3.3.5 requires performance-based concrete specifications. It identifies properties such as:

  • Compressive strength and the time allowed to achieve it.
  • Shrinkage.
  • Exposure class under ACI 318 durability requirements.
  • Modulus of elasticity, where applicable.

The same section prohibits prescribing constituent-material content, including cement content, water-cement ratio, supplementary cementitious material (SCM) content and aggregate gradation. It also requires specifications to allow ASTM C150, C595 and C1157 cements that meet ACI 318.

The cited section does not resolve how appearance-driven aggregate selection is treated. Our guide to cement, SCMs and admixtures in appearance specifications covers the related material decisions.

Read manufacturer figures according to their purpose

SourcePublished figureWhat it means
RetroPlate mix guideAt least 4,000 psi (28 MPa) at 28 daysRecommended concrete strength for the RetroPlate system.
RetroPlate mix guideSuggested water-to-cement ratio of 0.45A recommendation, not a stated mandatory maximum. The guide calls for as little water as possible while keeping the mix workable.
RetroPlate mix guideListed cement-replacing products should total no more than 10% of the portland cement volumeSystem-specific mix guidance. The guide discourages plasticizers, slag, fly ash and other cement-replacing products; if used, it gives this limit and says they should not be calcium chloride based.
Ashford Formula limitationsMore than 15% total combined pozzolanic materials relative to total cementitious materialThe stated warranty is limited to hardening and dustproofing above this threshold. This is a warranty condition, not a mix-design prohibition.

The percentages are not interchangeable. RetroPlate uses portland cement volume as the denominator. Ashford Formula refers to total cementitious material and describes a change in warranty coverage.

The strength and readiness guide addresses when concrete is ready for polishing. The warranty-scope guide explains how product coverage differs from broader performance or service-life claims.

Resolve conflicts before adding manufacturer recommendations

On a GSA project governed by §3.3.5, copying RetroPlate’s water-cement ratio or constituent-content recommendation into the concrete specification would conflict with the restriction on prescribing mix constituents. Turning Ashford Formula’s warranty threshold into a mandatory mix-content limit would create the same problem.

Compressive strength at a stated age is different: both strength and time to achieve it are named performance properties under the GSA provision. RetroPlate’s 4,000 psi at 28 days remains that manufacturer’s recommendation, rather than a universal minimum for polished concrete.

Frequently Asked Questions

No. The RetroPlate recommendations concern its polishing system, while the Ashford Formula percentage is a warranty limit. Neither becomes a general industry requirement simply because it concerns concrete intended for polishing.

No. RetroPlate’s figure uses the portland cement volume. Ashford Formula’s threshold concerns total combined pozzolanic materials relative to total cementitious material; above 15%, the stated warranty covers hardening and dustproofing only.

No. The guide describes 0.45 as a suggested ratio and recommends using as little water as possible while keeping the concrete workable. It does not state that value as a mandatory maximum.

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