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Materials & Construction MethodsConcrete floor moistureFlooring installationRelative humidity testing

Before the Floor Goes Down: Prove the Concrete Is Ready

A moisture-release plan for Iranian projects: agree the complete flooring system, obtain valid tests, control rewetting, and decide whether to dry, mitigate or defer installation.

By OlbrichCo Technical OfficePublished 9 min read
A charcoal flooring sheet curls back from a concrete-textured slab, revealing a cobalt edge
A charcoal flooring sheet curls back from a concrete-textured slab, revealing a cobalt edge

Give flooring its own release decision

Do not authorize a moisture-sensitive floor finish because the concrete looks dry or its strength report has passed. OlbrichCo recommends a separate installation release tied to a defined area, the actual flooring assembly and traceable evidence. The owner’s decision is not whether the slab is old enough, but whether this substrate can receive this system under the agreed conditions. Keep structural release and finish acceptance as distinct records with named reviewers.

ACI’s current moisture-sensitive flooring guide considers the whole floor system. It identifies moisture condition as only one acceptance criterion alongside surface condition, flatness, cracking, structural capacity and the ability to remain acceptably dry. [1]

For an Iranian clinic, office refurbishment or residential development, start before the flooring order is fixed. Bring the designer, concrete contractor, flooring installer, testing provider and owner together around one room schedule. Identify sensitive spaces, phased occupancy and access restrictions. This note addresses moisture-related readiness; it does not replace structural checks, hygiene requirements, fire performance or the specialist design of wet-area waterproofing.

Approve an assembly, not a flooring catalogue

ASTM F710-22 calls for moisture testing regardless of slab age or level and pH testing before resilient flooring. Its scope explicitly preserves the flooring and adhesive manufacturers’ written instructions. [2]

Create an acceptance sheet for each actual combination of slab, repair or levelling layer, moisture-control treatment if any, primer, adhesive and finish. Ask the relevant suppliers to confirm compatible components in writing, including the required moisture test, reporting units, maximum permitted result, pH range, substrate preparation and installation environment. Resolve contradictory instructions before award. A limit stated for one adhesive must not silently become permission to install a different assembly.

For procurement in Iran, verify the exact product and batch route that can actually be delivered, the installer’s familiarity with it, storage requirements and technical support. Keep approved original data sheets with a controlled Persian site summary. If a substitute is proposed because the original product is unavailable, reopen compatibility and acceptance review. Do not accept a translated marketing claim or a distributor’s verbal assurance as the missing technical instruction.

Price testing, environmental conditioning, protection, retesting and a reviewed mitigation contingency as explicit work. Assign who funds and authorizes each response under the contract. Agree the release signatories and notice period so a late test cannot become an improvised negotiation at the installation doorway. Avoid assigning all moisture risk to one trade without defining the conditions that trade can control.

Keep the test method attached to the result

ASTM F2170-19a measures internal relative humidity with in-situ probes. The standard limits interpretation to the tested locations and time; a result does not certify every part of the slab indefinitely. [3]

ASTM F1869-23 measures surface moisture-vapour emission. Its scope excludes lightweight-aggregate and gypsum concrete, and testing over coatings, reactive penetrants, patches or levelling compounds. [4]

Commission a competent testing provider to choose the permitted method for the specified assembly and substrate. Obtain the full governing method and agree sampling coverage, conditioning, instrument checks, probe depth where applicable, equilibration, reporting and uncertainty treatment. Before drilling, require clearance for reinforcement, tendons, services and membranes from the responsible team. Never drill an unknown slab just to obtain a reading. Use the approved dust-control and reinstatement method.

Record a plan-linked location ID, slab type and thickness basis, surface treatment, test method and edition, equipment identity, calibration status, dates, ambient conditions and raw result with its units. Retain failed and invalid tests, with reasons, rather than deleting them from the handover file. Do not convert an RH percentage into a mass-emission rate or compare an unqualified handheld display with a supplier’s different test limit. If reliable testing is unavailable locally, escalate the procurement or programme decision; do not invent a clearance.

Manage drying and incoming water as different problems

NRMCA identifies mixture water, slab thickness, curing and ambient conditions as drying influences. It also warns that construction rewetting can extend drying, and recommends testing under service temperature and humidity conditions. [5]

NRMCA’s vapour-retarder guidance distinguishes a capillary break from vapour protection. It calls for continuity at seams and penetrations and notes that below-slab protection does not address every other moisture source. [6]

Put enclosure completion, wet-trade completion and the approved conditioning period into the programme. Where permanent HVAC is not ready, have the designer, tester and product suppliers agree a representative temporary arrangement and how conditions will be maintained after testing. Log temperature and humidity, equipment downtime and water events. Do not shorten the specified concrete curing regime to chase the flooring date, or assume hot outdoor weather proves indoor readiness. Choose drying equipment with realistic power, drainage, attendance and maintenance arrangements.

For new ground-bearing slabs, require inspection records of the designed vapour-control layer before concealment, including repaired damage and service interfaces. In refurbishment, mark missing records as unknown rather than assuming an intact membrane. Investigate leakage, drainage or suspected groundwater pressure with the relevant specialist before choosing a surface treatment. Isolate wet work from released areas and agree who can revoke a release after a leak, washdown or changed conditioning. A fresh water event deserves review, not the reuse of an old pass certificate.

Choose drying, mitigation or deferral deliberately

ASTM F3010-24 addresses two-component resin membrane moisture-mitigation systems beneath resilient flooring. It requires attention to component compatibility and does not supersede manufacturers’ instructions; its scope does not cover every moisture-treatment product. [7]

If valid results exceed the approved system limits, keep the area on hold. Compare continued controlled drying and retesting, a designer-approved compatible mitigation system, or a reviewed change in finish or installation sequence. Include access, surface preparation, cure and recoat windows, disruption to other trades, maintenance and future repair in the comparison. Do not describe a generic epoxy coat as an approved moisture barrier, or treat a moisture-tolerant adhesive as permission to ignore the rest of the assembly.

For mitigation, require a method statement and a representative trial using the proposed products and actual substrate. Define preparation checks, application conditions, mixing and batch records, required coverage or thickness verification, continuity checks and the manufacturer’s acceptance tests. Have specialists resolve cracks, moving joints and pressure-related water ingress separately. A successful trial demonstrates only the assessed conditions and area; document what remains unproven before extending the solution.

Release a mapped area, then protect the evidence

Issue a short release record that another supervisor can understand without the original tester present. Attach the area boundary, approved assembly revision, required criteria, valid results, surface and environmental checks, unresolved exclusions and signed decision. Record the date and the conditions that make the release lapse. Keep pending areas visibly separate from released areas on the site plan. An average passing value must not hide a failing location; agree the investigation and affected-area boundary with the tester and responsible designer.

Track released area against planned installation area, invalid-test count, retest turnaround, days held by cause, water events after release, unapproved substitutions and post-installation defects. Show raw counts alongside percentages and distinguish a valid failure from a badly executed test. These measures reveal whether coordination is working; they do not promise a failure-free floor or numerical financial return. At handover, retain the test map, actual product records, mitigation evidence and care instructions for the operator’s next refurbishment.

Reopen the decision when the product system, substrate, moisture exposure or operating environment changes. The practical principle is simple: buy a supportable assembly, test the right property, and protect the conditions on which acceptance depends. Governing Iranian requirements, project specifications, contracts, current manufacturer instructions, actual site conditions and competent local engineering review control the final method and authorization. International guidance supplies a disciplined framework, not an automatic Iranian compliance certificate.

Sources & further reading

These primary sources support the claims and implementation frameworks used in this field note.

  1. 1. ACI PRC-302.2-22 — Concrete Slabs that Receive Moisture-Sensitive Flooring Materials: Guide (public preview)

    American Concrete Institute

  2. 2. ASTM F710-22 — Preparing Concrete Floors to Receive Resilient Flooring (public scope)

    ASTM International

  3. 3. ASTM F2170-19a — Relative Humidity in Concrete Floor Slabs Using in situ Probes (public scope)

    ASTM International

  4. 4. ASTM F1869-23 — Moisture Vapor Emission Rate Using Anhydrous Calcium Chloride (public scope)

    ASTM International

  5. 5. CIP 28 — Concrete Slab Moisture

    National Ready Mixed Concrete Association

  6. 6. CIP 29 — Vapor Retarders Under Slabs on Grade

    National Ready Mixed Concrete Association

  7. 7. ASTM F3010-24 — Two-Component Resin Based Membrane-Forming Moisture Mitigation Systems (public scope)

    ASTM International

Sources checked on 9 September 2026. Numbered paragraphs summarize the linked public ASTM scopes, ACI preview and NRMCA guidance; the remaining workflow is OlbrichCo analysis and implementation advice. These references are not Iranian law. Obtain the governing full test methods and current product instructions before specifying or testing; no universal moisture limit or drying time is implied.