Moisture testing devices are an integral tool for the restoration industry. Though a team of professionals can employ every piece of equipment on a job site, unless the damaged or dampened building materials are free from moisture to a required standard, the job will not be satisfactory for the long term.
Tramex moisture meters make it possible to identify and track the source and extent of moisture problems without destroying the materials being tested. We design our products to fit your needs because we know working conditions on the job site, such as tight spaces, difficult to reach places, corners, curves, and textures, are challenging. These areas can only be correctly measured with the precise moisture meter.
We also know, the sheer variety of materials required to be tested demands using the right restoration moisture meter. How do you know you have the moisture meter for the restoration project? Here are a couple of things to consider:
How quickly you can get a measurement
The type of scale(s) on the meter
The depth moisture can be detected
How do you determine the best moisture meter for your next restoration project? Here's a quick overview.
The Moisture Encounter ME5 provides an instant measurement and evaluation for a wide range of building materials
The Concrete Moisture Encounter CME5 is a non-destructive meter for measuring moisture content instantly in concrete slabs
A digital version of the CME4 handheld the CMEX II provides instant and precise measurements in concrete and other floorings (incorporating the optional Hygro-i plug-in ports transforms it into an exemplary all-in-one instrument)
The MRH III is a handheld digital moisture meter calibrated for most building materials (the optional plug-in Hygro-i2 makes it suitable for water damage restoration, flooring, checking indoor air quality, inspectors and pest companies)
A mobile and non-destructive impedance device, the Dec Scanner is excellent for surveying instant moisture of roofing and waterproofing, checking for water leaks, and integrity tests
For a pocket-sized meter, the Skipper Plus is non-destructive and is a comprehensive, safe method for detecting excess moisture in boat hulls and fittings
The handheld PTM 2.0 digital, pin-type meter takes exact measurements in wood, drywall products, and comparative WME (Wood Moisture Equivalent) values in wood by-products as well as more than 500 wood species
The options of different moisture measurement meters from TRAMEX make it a versatile tool for restoration experts. It is precisely what professionals need to shore up the exactness required in many contracts.
With in-built quality you can trust, you can count on an investment in TRAMEX by having ownership of a quality product to bring you serviceability for years to come.
Because of the versatility of the GEM-2 instrument, our customers are constantly finding new ways to use it. One application is the measurement of sea ice thickness in the polar regions. Both airborne and ground-based EMI (ElectroMagnetic Induction) have been used before to estimate sea ice thickness. Because of its moderate length (<2 metres) the GEM-2 can easily be mounted in a kayak or sled for towing.
There many parallels between ice measurements and a traditional ground conductivity survey. The simplest assumption for data analysis is a layered model, with the seawater conductivity much greater than that of the sea ice, snow and air above it. (> 2,000 mS/m vs. < 100 mS/m). But the picture is more complicated when ice-platelet clusters form under the ice. These are clumps of crystalline ice which float in the seawater on the underside of the ice layer; their density and depth, and hence bulk conductivity, are highly variable. They will cause errors in ice thickness measurements if not taken into account.
Scientists from the Alfred Wegener Institute of the Helmholtz Centre for Polar and Marine Research in Germany have developed calibration and deployment methods for characterizing sea ice shelves in the Antarctic. In particular, they have been able to exploit the GEM-2's advanced capabilities to perform more complex characterizations than simply measuring ice thickness.
Scientists conducted expeditions to various locations with and without platelet formations. They used the GEM-2 to record response at several frequencies, for different heights and correlated these results with physical measurements at that location, the 'ground truth'. They found that having independent measurements for both in-phase and quadrature at each frequency reduced the ambiguity of the recorded signal, leading to more accurate calibrations. Also they found the higher frequencies (63 kHz and 93 kHz) most useful in characterizing the platelet layer. These types of measurements are not available from more primitive single-frequency/fixed frequency instruments.
Many free-air calibrations were carried out to estimate any long-term drift and temperature dependency of the GEM-2; temperatures ranged between -10 C and -24 C . They did not observe a strong temperature dependence of the zero-level offsets for any frequency, and the instrument performed well. The cold affected the capacity of GEM-2 batteries; this was solved by keeping a spare battery inside someone's coat while the other battery was in use. The GEM-2 comes with a spare battery, and a battery change takes less than a minute, so near-continuous surveying is easy.
The GEM-2 itself is made of industrial-grade components rated from -40 C to +85 C, so operating temperatures are not normally an issue.
This post is based partly on the paper "Towards an estimation of sub-sea-ice platelet-layer volume with multi-frequency electromagnetic induction sounding" by Priska A. Hunkeler, Stefan Hendricks, Mario Hoppmann, Stephan Paul And Rüdiger Gerdes. The paper is at https://epic.awi.de/id/eprint/36936/
Other photos courtesy of Alfred Wegener Institute ( www.awi.de )
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When drying concrete after water intrusions it is important to monitor and measure the moisture content of the concrete in two phases: First during the drying phase; and again after the drying is complete. This allows the restorer to establish valuable knowledge of how the drying process is progressing and, once the drying process is complete and the concrete has been brought back to pre-loss conditions, decide what mitigation, if any, will be required before reinstalling a floor covering. In order to monitor and measure the moisture content of the concrete in a meaningful way the restorer needs to understand the different test methods, the meaning of their results and how they relate to the restoration industry compared to the flooring industry for which these test methods have been developed. This is an important point to keep in mind because the testing methods prescribed were designed for the flooring industry to test the drying process of newly poured concrete and establish when it is dry enough to receive a floor coating or covering. This is different to the restoration industry as the goal here is to dry the concrete back to pre loss conditions. Equilibrium Relative Humidity as per ASTM F2170, Calcium Chloride vapor emission testing as per ASTM F1869 and non-destructive Electrical Impedance measurement as per ASTM F2659 are the most commonly specified tests for measuring the moisture in concrete in the United States.
F2170 and F1869 are both considered quantitative tests whereas F2659 is considered qualitative and while the differences are about how the tests are perceived rather than what they are actually measuring, this will mean that most flooring manufacturers will require that either F2170 or F1869 are carried out before a floor can be installed. In fact, both F2170 and F1869 both measure the water vapor, not the moisture content, in concrete and as such they are very impractical tests to carry out during the drying phase as they require the building to be in service condition for at least 48 hours before the testing can begin. This is due to the fact that changing environmental conditions will affect the relationship between the water vapor and the water. Most tests which have been developed for the flooring industry are designed to measure the construction moisture within the concrete and not the moisture from intrusion or other external sources.
As such it is important to be able to distinguish between the different sources when inspecting concrete after water damage, and the best way to do this is to look at the results from a variety of test methods. The restorer needs to be able to identify background moisture which could either be from construction moisture still in the slab, or moisture which is still entering a slab from beneath if there is an insufficient sub floor sealer, or from above if there are dew point issues or leaks in the building. Without this understanding it is common for restorers to attempt to dry against nature and waste a lot of energy drying moisture which will possibly return after the drying has been completed. This is especially important if the moisture is coming from beneath the concrete due to the absence of a sealer.
By using an electrical impedance device, which gives instant and repeatable results, to map and monitor the moisture during the drying phase, a restorer is able to focus on the changes in readings rather than the readings themselves. At the beginning of the drying process the moisture content readings will be high and should rapidly reduce as the drying progresses. As the drying progresses the difference between readings over time will decrease and this will help determine when the drying is complete. The mapping of these readings will also indicate where to test further once the building is back in an in-service condition, using either Relative Humidity testing as per ASTM F2170 or Vapor Emission testing as per ASTM F1869. If the impedance device used indicates a percentage moisture content value (MC%) of the slab then this information can be very useful when further testing with Equilibrium Relative Humidity testing.
For example. Relative Humidity testing per F2170, when used as a stand-alone test, is prone to giving false positive readings and possibly false negative readings due to the quality of the concrete;- false positive readings due to the concrete having less air movement when it is of a high quality; and false negative readings due to uncured materials such as salts lowering the equilibrium relative humidity. If the results of the non-destructive impedance test and the Relative Humidity test do not concur then it is possible to do further simple testing which can complete the information needed. The combination of ambient testing, surface concrete temperature testing, in situ RH testing and non-destructive impedance testing will cover the majority of the testing needs, with calcium chloride testing only used when the results of the others do not concur. The use of multiple, yet simple testing methods allows for a complete picture of the moisture condition of the slab. The approach of marketing one test method over another has, in my view, done a disservice to the industry. The combination of tests helps draw a much better and more complete picture, as long as it is clearly understood what exactly is being measured with each test method and how they can be affected by the different ambient conditions that arise during the entire restoration process.