AirSprayTech Academy Certificate Program
Electronic Moisture Meters and Surface-Moisture Testing
Article 08 of 20
Electronic moisture meters allow contractors to survey concrete quickly and locate
areas that may require additional investigation. They are valuable screening tools,
but their readings must not be confused with in-situ relative-humidity or
calcium-chloride moisture-vapor-emission test results.
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Screening and Acceptance Testing Are Different
A non-destructive electronic moisture meter can be moved across a floor and used to
collect many readings in a relatively short time. This makes it useful for identifying
comparative moisture patterns and selecting locations for additional testing.
However, most electronic meter readings do not provide a direct measurement of internal
slab relative humidity or moisture-vapor-emission rate. Unless the project documents and
product manufacturer expressly permit the meter as an acceptance method, its readings
should be treated as comparative screening information.
Contractor principle: Use electronic meters to find patterns and
suspect areas. Use the specified quantitative test to determine whether the slab meets
the installation requirements.
ASTM F2659
ASTM F2659 provides guidance for the preliminary evaluation of the
comparative moisture condition of concrete, gypsum cement, and other floor slabs and
screeds using a non-destructive electronic moisture meter.
The words preliminary and comparative are important.
The meter can help compare one area with another, but the reading should not
automatically be reported as a concrete moisture-content percentage, relative-humidity
percentage, or moisture-vapor-emission rate.
How Electronic Moisture Meters Work
Different meters use different electrical principles. Depending on the design, the
instrument may respond to electrical impedance, capacitance, resistance, radio-frequency
behavior, or another property affected by the material beneath the sensor.
Water changes the electrical behavior of concrete. However, water is not the only factor
that can influence the meter. Concrete density, aggregate, salts, reinforcing steel,
surface materials, depth of response, and instrument design can also affect readings.
Two General Meter Configurations
| Meter Type |
General Description |
Important Limitation |
| Non-invasive or pinless meter |
The sensor is placed against the surface and responds to material beneath
the contact area.
|
Readings may be influenced by surface contact, salts, density, aggregate,
reinforcement, and materials within the sensing field.
|
| Resistance or pin-type instrument |
Electrical resistance is measured between probes or contact points.
|
Concrete is not tested in the same way as wood, and displayed percentages
may not represent actual concrete moisture content.
|
Always confirm that the instrument is intended for concrete or the substrate being
evaluated. A meter scale designed for lumber should not be interpreted as a concrete
moisture percentage.
What Electronic Meters Do Well
- Survey large floor areas quickly
- Identify relative wet and dry patterns
- Locate possible leaks or water pathways
- Compare perimeter, interior, drain, and joint areas
- Help select locations for quantitative testing
- Track changes in selected areas over time
- Support failure investigations
- Provide immediate field information without drilling numerous holes
A dense grid of comparative readings can reveal patterns that three or four isolated
quantitative tests might miss. The contractor can then position required tests in both
typical and higher-reading areas.
What Electronic Meters Cannot Establish by Themselves
- The internal relative humidity of the slab under ASTM F2170
- The moisture-vapor-emission rate under ASTM F1869
- The source of the moisture
- The presence or condition of an underslab vapor retarder
- Whether hydrostatic pressure exists
- The future moisture condition after the slab is covered
- Whether every product in the proposed system will perform
- A universal pass-or-fail decision for coating installation
Do not translate the display: A meter reading of 70 does not mean 70%
relative humidity, 70% moisture content, or seven pounds of moisture-vapor emission.
Report the reading using the instrument's actual scale and intended meaning.
Factors That Can Affect Meter Readings
| Influencing Factor |
Possible Effect |
Contractor Response |
| Reinforcing steel or metal deck |
May alter the electrical response |
Note known reinforcement and compare readings carefully |
| Soluble salts |
Can increase conductivity and elevate some readings |
Investigate efflorescence and contamination separately |
| Dense or lightweight aggregate |
Can change the meter's response |
Compare like areas and follow manufacturer limitations |
| Surface roughness |
Can reduce consistent sensor contact |
Use a representative, clean contact area |
| Coatings and adhesives |
May interfere with or change the sensing response |
Follow instrument instructions and identify all surface materials |
| Slab thickness |
May affect comparisons when construction varies |
Map known thickness changes and construction joints |
| Temperature |
May influence the substrate and instrument response |
Record conditions and allow equipment to acclimate |
| Operator technique |
Pressure, angle, contact, and placement can change readings |
Use one consistent documented procedure |
Preparing for a Comparative Survey
Before collecting readings, review the floor plan and identify areas with different
construction or exposure histories. Separate slabs, additions, repairs, equipment pads,
below-grade areas, and previous flooring installations may need to be evaluated as
distinct sections.
The surface should be accessible, reasonably clean, and compatible with the instrument's
instructions. Dirt, liquid water, metal debris, adhesive residue, coatings, and uneven
surfaces can interfere with consistent readings.
Information to Gather Before Testing
- Instrument manufacturer, model, and serial number
- Current verification or calibration information
- Meter operating instructions and substrate limitations
- Floor plan and total survey area
- Known construction joints and slab placements
- Previous flooring, coatings, patches, or repairs
- Locations of drains, plumbing, exterior walls, and equipment
- History of leaks, rain exposure, flooding, or washdown
- Ambient temperature and relative humidity
- Required quantitative test methods and acceptance limits
Developing a Moisture Map
A moisture map converts individual readings into a visible pattern. Mark the floor into
a consistent grid and assign every reading a location number.
The grid spacing should be close enough to reveal meaningful changes. Large open areas
may permit wider spacing, while areas around drains, walls, joints, wet spots, and
previous failures may require closer readings.
-
Divide the floor into sections. Separate areas with different
concrete placements, elevations, exposures, or floor histories.
-
Establish a reading grid. Use columns and rows, measured coordinates,
or another repeatable location system.
-
Check the instrument. Perform any reference check or verification
required by the manufacturer.
-
Acclimate the equipment. Allow the meter to adjust to the test
environment as required.
-
Use consistent technique. Maintain the same orientation, contact,
pressure, and reading time.
-
Record every value. Do not record only the highest or lowest readings.
-
Mark unusual conditions. Note cracks, joints, stains, metal,
coatings, patches, drains, or standing water.
-
Identify comparative patterns. Highlight areas that read higher or
lower than the surrounding floor.
-
Select quantitative test locations. Include typical areas and
representative higher-reading areas.
Establishing a Comparative Baseline
Electronic meter readings are most useful when compared with other readings collected
on the same project using the same instrument and procedure.
A lower-reading area can provide a comparative baseline, but it should not automatically
be labeled dry or acceptable. The baseline itself may still contain more moisture than
the proposed system permits.
Likewise, a higher-reading area should not automatically be declared wet or failed.
Reinforcement, salts, aggregate, patches, or other variables may contribute to the
difference. Use the pattern to direct further investigation.
Useful reporting language: “This area produced readings higher than
the surrounding comparative baseline” is more accurate than “the concrete contains
10% moisture” unless the instrument and an approved method genuinely support that claim.
Surface Moisture and Condensation
An electronic meter may respond strongly when liquid water or condensation is present
on the surface. Before attributing the condition to moisture rising through the slab,
compare the surface temperature with the dew-point temperature.
Condensation may form when warm humid air contacts cool concrete. This can occur near
loading doors, refrigeration equipment, cold-storage areas, uninsulated pipes, and
spaces affected by HVAC startup or shutdown.
Record ambient temperature, relative humidity, surface temperature, and dew point.
Follow the coating manufacturer's minimum required separation between the substrate
temperature and dew point.
The Plastic Sheet Method
ASTM D4263 describes a practice for indicating moisture in concrete
using a plastic sheet sealed to the surface. After the prescribed exposure, the area is
examined for visible moisture or darkening.
The plastic sheet method can indicate that moisture is present under the conditions of
the test. It does not measure internal relative humidity or calculate a
moisture-vapor-emission rate.
| Plastic Sheet Observation |
Meaning |
| Condensation under the sheet |
Moisture is present, and further investigation is required.
|
| Concrete darkens beneath the sheet |
Moisture is indicated in the test area.
|
| No visible change |
No moisture was visibly indicated during the test, but this does not
prove compliance with another test method or product limit.
|
Do not use a negative plastic-sheet result as universal clearance:
The absence of visible condensation does not prove that internal slab humidity or
moisture-vapor emission satisfies the coating manufacturer's requirements.
Electronic Meters Versus Quantitative Tests
| Method |
Primary Information |
Typical Use |
| ASTM F2659 electronic meter |
Comparative electronic response |
Preliminary survey and moisture mapping |
| ASTM D4263 plastic sheet |
Visible indication of moisture beneath sealed plastic |
Qualitative indication |
| ASTM F2170 in-situ RH |
Relative humidity and temperature inside the slab |
Quantitative internal slab evaluation |
| ASTM F1869 calcium chloride |
Surface moisture-vapor-emission rate |
Quantitative surface-emission evaluation |
Common Electronic-Meter Mistakes
- Calling a comparative reading an actual moisture percentage
- Calling the meter value an RH result
- Using a wood scale to evaluate concrete
- Surveying only the visibly dry areas
- Failing to map reading locations
- Comparing readings collected with different instruments or settings
- Ignoring reinforcement, metal deck, salts, patches, or coatings
- Using inconsistent contact pressure or meter orientation
- Testing over surface water without noting the condition
- Using screening results as the sole installation-acceptance decision
- Failing to perform the quantitative test required by the specification
Reporting a Comparative Survey
A survey report should make clear that the readings are comparative unless the
instrument and approved procedure establish otherwise.
Include the Following Information
- Project name, address, date, and surveyed area
- Name and qualifications of the operator
- Instrument manufacturer, model, serial number, and setting
- Verification or calibration information
- Applicable ASTM guide or project procedure
- Surface materials and preparation condition
- Ambient temperature and relative humidity
- Concrete surface temperature and dew point when applicable
- A floor plan showing every reading location
- All recorded values—not merely selected readings
- Cracks, joints, drains, repairs, coatings, and unusual conditions
- Locations recommended for quantitative testing
- A statement explaining the limitations of the survey
Contractor Field Checklist
- Confirm that the meter is intended for the substrate.
- Read the current manufacturer instructions.
- Verify the instrument before beginning the survey.
- Identify the required quantitative acceptance test.
- Inspect and document the surface condition.
- Establish a consistent survey grid.
- Use the same meter, setting, orientation, and technique.
- Record every reading and location.
- Note metal, salts, patches, coatings, and surface water.
- Compare higher readings with visible site conditions.
- Use the survey to select representative quantitative test locations.
- Do not approve installation solely from an unapproved screening method.
Knowledge Check
1. What is the primary purpose of a non-destructive electronic moisture meter?
Answer: To perform a preliminary comparative survey and identify
moisture patterns or areas requiring further investigation.
2. Does a meter display of 80 automatically mean 80% relative humidity?
Answer: No. The displayed number must be interpreted according to
that instrument's scale and instructions.
3. Can reinforcing steel or soluble salts affect an electronic reading?
Answer: Yes. Metal, salts, aggregate, density, coatings, and other
material differences can influence the electrical response.
4. What does a negative plastic-sheet test prove?
Answer: It shows only that visible moisture was not indicated under
the conditions and duration of that test. It does not prove compliance with RH or
MVER requirements.
5. Why should electronic readings be mapped?
Answer: Mapping reveals comparative patterns and relationships to
walls, drains, cracks, joints, repairs, and possible moisture sources.
6. Can an electronic survey replace ASTM F2170 or ASTM F1869 when either is specified?
Answer: No. The required quantitative test must still be performed
unless the responsible authority provides written approval for another method.
Key Takeaway
Electronic moisture meters are valuable tools for surveying concrete and locating
comparative moisture patterns. Their speed makes them useful for selecting
quantitative test locations and investigating failures. However, their readings
must be reported according to the instrument's actual scale and should not be
substituted for ASTM F2170, ASTM F1869, or another specified acceptance test.
Technical References
Use the edition required by the project specification and follow the current written
instructions issued by the instrument and coating-system manufacturers.
-
ASTM F2659-23 - Standard Guide for Preliminary Evaluation of
Comparative Moisture Condition of Concrete, Gypsum Cement, and Other Floor Slabs
and Screeds Using a Non-Destructive Electronic Moisture Meter.
-
ASTM D4263-24 - Standard Practice for Indicating Moisture in
Concrete by the Plastic Sheet Method.
-
ASTM F2170 - Standard Test Method for Determining Relative Humidity
in Concrete Floor Slabs Using In Situ Probes.
-
ASTM F1869 - Standard Test Method for Measuring Moisture Vapor
Emission Rate of Concrete Subfloor Using Anhydrous Calcium Chloride.
-
ASTM F710 - Standard Practice for Preparing Concrete Floors to
Receive Resilient Flooring.
-
ICRI Concrete Slab Moisture Testing Program - Education and
certification covering standardized concrete slab moisture-test procedures.
-
Current operating instructions issued by the electronic meter manufacturer and
current technical data for the specified coating, flooring, adhesive, and
moisture-mitigation systems.
These references provide technical guidance but do not replace the project specification,
governing regulations, manufacturer requirements, or evaluation by a qualified
professional. Final testing, system-selection, and application decisions must be based
on current documents and documented site conditions.
Coming Next
Article 09 of 20 - Concrete pH and Alkalinity at the Bond Line
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