Does Standardisation Ensure a Reliable Assessment of the Performance of Construction Products?

Abstract

The implementation of a standard should be preceded by research work aimed at developing the test method, particularly in validation experiments. Is it actually so? Numerous experiences of producers and labs and an increasing number of scientific works prove the opposite. It turns out that some standard methods are very poorly suited to assessing the performance of construction products. This is related both to the specificity of the methods and the tested products. This article presents some product assessment problems and the risk of using test methods that have not been fully validated. The risk seems relatively low if laboratories account for their own uncertainty. However, in some cases, additional components that both laboratories and product manufacturers might fail to consider can significantly increase the risk. This indicates the need for continuous work in the reference area.

1. Introduction

The need for standardisation, meant as harmonisation of rules and developing and issuing standards from authorised institutions, can be noticed in nearly all areas of human activity. It applies most to standardising operating procedures, including but not limited to test methods [1,2,3]. The idea is to ensure comparable results of operations carried out by different entities.

Introducing harmonised assessment of construction products in the European market based on the Construction Products Regulation (CPR) [4] serves the same purpose. The system shall ensure that building structures as a whole, and their components, fulfil user safety and health requirements. A system of basic construction work requirements and the resulting essential characteristics was created to set uniform rules. Harmonised standards applying to construction products are supposed to guarantee standardised assessment. They establish the levels and classes of performance depending on the product application and indicate specific standardised test methods that should be used for product assessment. The system appears orderly and cohesive. Nonetheless, risk related to the applied test method occurs at the level of laboratory tests used for performance assessment. The risk is revealed in divergent test results from different laboratories for the same products. The differences tend to be so significant that they result in different product classifications and imply different application ranges of the products.

At a glance, the source of the problem can be attributed to:

• Incorrectly performed testing procedure in a lab, including too-high result uncertainty;
• Drawbacks of the production process, which does not ensure the product’s constancy of performance.

Based on experiences [5,6,7,8], it can be concluded that the actual sources are different (except for apparent laboratory errors or production failures). The applied test methods constituting the system’s base contribute significantly to the different product assessment results. In some cases, the whole system seems to be founded on a slightly wobbly base (Figure 1).

The role of the uncertainty of results in decision making is evident, and it applies to all decisions based on input data obtained with various methods [9]. Accredited laboratories partaking in construction product assessments as a third party have to estimate the measurement uncertainty and include it in assessments of compliance with the criteria [10,11,12,13]. The client and the laboratory have to agree on the rule-based on measurement uncertainty for the assessment. The risk of an incorrect decision, related to the uncertainty of test results, is described in many publications on chemistry, metrology, biology and medicine, e.g., [14,15,16,17,18]. Some papers were also published on the risk related to the uncertainty in construction product assessment [5,6,19,20,21]. The worrying signals concerning the divergent test and assessment results are worthy of further deliberation and adequate work. A lack of dependability of the test results can adversely affect construction product manufacturers and users. This paper presents some aspects affecting the reliability of results. The author mainly focuses on the influence of dark uncertainty defined by Thompson and Ellison [22].

2. Assessment of Compliance with Criteria, Including the Uncertainty

2.1. Essential Rules of Assessing the Results’ Compliance with the Criteria

Figure 2 shows the three most common rules for assessing compliance with the criteria: simple acceptance, guarded acceptance and guarded rejection [12]. The assessment of the results’ compliance with most construction products’ criteria is based on the simple acceptance rule (rule of shared risk). Further analysis shows that this rule application is the only reasonable solution for most construction product test methods.

The probability density functions (PDF) can take various shapes. For simplicity, they are shown as Gaussian curves in the diagrams.

Conformity assessment when the simple acceptance rule is used involves comparing the Y test result (see Figure 2a) directly with the tolerance limits (T_L, T_U—lower and upper tolerance limit, respectively)

The guarded acceptance rule establishes a guard band w and the A_L and A_U acceptance limits. The common assumption is that w = U, where U expanded uncertainty for 95% coverage probability. Then:

$${\mathrm{A}}_{\mathrm{L}}{=\mathrm{T}}_{\mathrm{L}}+\mathrm{U},{\mathrm{A}}_{\mathrm{U}}{=\mathrm{T}}_{\mathrm{U}}-\mathrm{U},$$

(1)

The same Y result that was considered compliant with the criteria when the simple acceptance rule was applied can be rejected due to the guarded acceptance rule (Figure 2b).

Guarded rejection extends the acceptance limits according to the equation:

$${\mathrm{A}}_{\mathrm{L}}{=\mathrm{T}}_{\mathrm{L}}-\mathrm{U},{\mathrm{A}}_{\mathrm{U}}{=\mathrm{T}}_{\mathrm{U}}+\mathrm{U},$$

(2)

Therefore, the result was also considered to be in compliance.

When guarded acceptance or guarded rejection is used in the form shown in Equations (1) and (2), one has to know the expanded uncertainty.

For simple acceptance, the knowledge does not appear necessary. Still, when the rule is applied, the following condition is assumed to be fulfilled:

$${\mathrm{C}}_{\mathrm{m}}=\frac{{\mathrm{T}}_{\mathrm{U}}{-\mathrm{T}}_{\mathrm{L}}}{2\mathrm{U}}\ge 3,$$

(3)

where C_m—measurement capability index

For a reliable assessment of the construction product performance, one must know the risk related to the decision on compliance with the criteria. Estimating the probability of a wrong decision is based on the knowledge of the probability density function (PDF), shown in Figure 2, and symbolically as a Gaussian curve. However, the knowledge of probability distribution is not trivial, even for measurements [11,23].

All the rules mentioned above apply to measurements and their uncertainty. Many divergent approaches to uncertainty and compliance assessments result from the fact that all requirements for testing laboratories apply to measurement uncertainty. The ILAC G 17 document [24] includes a specifying term: measurement uncertainty in testing. Nonetheless, in most construction product assessments, the risk is related to the uncertainty of the test result rather than the measurement uncertainty.

2.2. Measurement vs. Test

The withdrawn EA-4/16 document [25] concisely presented the core difference between measurement and test. Primarily, it differentiated the result between a measurand for the measurement and a characteristic for the test.

Measurand is a physical value that has a “real value” regardless of the measurement method, and the measurement method determines only the result uncertainty. Typical measurand examples include linear dimensions, weight, substance concentration, temperature, etc.

In the case of test methods, the result is determined by the method, and there is no well-determined “real value” which can be obtained with another test method. Construction product tests are dominated by test methods (e.g., reaction to fire, fire resistance, impact strength, climate resistance, absorbability, adhesion, etc.). Even if the result is expressed numerically based on the system of quantities (system based on seven base quantities: length, mass, time, electric current, thermodynamic temperature, amount of substance, and luminous intensity [26]), it depends on the test method. The sample’s mass is a measurement with a measurand well defined by a mass standard. Still, a change in the weight after immersing the sample in water depends on the factor that should be described sufficiently well in the test method, such as water temperature, immersion time, etc.

The literature [27,28,29] uses the term “method-defined measurand”, which seems similar to the concept of a test result. ISO 17034 [30] calls such a measurand an “operationally defined measurand”, which is defined as a “measurand that is defined by reference to a documented and widely accepted measurement procedure to which only results obtained by the same procedure can be compared”. Brown and Andres [29] emphasise that the difference between a method-defined measurand and a measurand is not explicit. Still, the method used dominates the spread of results for a method-defined measurand.

Considering the above, measurement uncertainty seems a minor component of the actual test result uncertainty.

The test methods used in the assessment of construction products can be divided into three groups:

• Strictly measurement methods;
• Test methods involving measurements, resulting in method-defined results;
• Test methods rendering qualitative results.

There are doubts concerning estimating the uncertainty in both measurement methods and test methods. In the case of methods with qualitative results, it is difficult to speak of uncertainty in the test result. Practically, it is only possible to assess the uncertainty of the measurements performed as part of the test.

2.3. Uncertainty Related to Selecting a Representative Sample

Assessment of the test result’s compliance with the criterion is the laboratory’s simplest task, which refers only to a single test sample. In order to assess a population of products without testing every single item, a sample representative for the population must be selected (Figure 3).

In the AVCP (Assessment and Verification of Constancy of Performance) system 3, a laboratory assesses the performance of construction products based on a sample collected by the manufacturer [4]. Technically, collecting the sample via the manufacturer is the most reasonable, as the manufacturer knows the production variability limits best. Under a specific production process, they manage the factory production control system and collect samples according to a pre-set schedule based on the knowledge of the product and its manufacturing process. A notified laboratory which evaluates the performance knows only the test results for the submitted sample. Naturally, such performance assessment leads to a situation in which the manufacturer decides what to include in the declaration of the constancy of performance.

The uncertainty aspects of sampling are mentioned, e.g., by ISO/IEC GUIDE 98-6 [31] and the scientific literature, e.g., [32,33,34]. Estimating the uncertainty resulting from sampling is based on an established sampling plan. If a laboratory does not collect samples, it does not know the uncertainty component.

Another aspect of a lack of information on the sampling uncertainty is that sampling uncertainty can be determined only when referred to the tested value. Still, in many harmonised standards, e.g., [35], the manufacturer can confirm the constancy of performance with indirect methods, and the constancy of performance as such is not tested under the factory production control. Indirect methods ensure constancy of production, but they do not provide information about changing the performance due to sampling. That is why the manufacturer may not be aware of the sampling uncertainty concerning a specific performance aspect.

3. Measurement Uncertainty and Dark Uncertainty Related to Tests

3.1. Measurement Uncertainty in Testing

The measurement uncertainty estimation methods are broadly described in the documents applicable to accredited laboratories and the scientific literature.

Simple measurements let testing laboratories learn about the measurement standard uncertainty on the basis of data originating from equipment calibration (u_B). Still, there are doubts about the approach to the dispersion of results even in such cases.

A measurement equation can be as follows [11]:

$$\mathrm{X}=\mathsf{\mu }+\mathrm{A}+\mathrm{B},$$

(4)

where:

• X—measurement result;
• μ—expected value;
• A—aleatory component, related to random effects in repeatability conditions;
• B—type B component.

Hence, the X standard uncertainty, u_x, is described with the following equation:

$${\mathrm{u}}_{\mathrm{X}}=\sqrt{{\mathrm{u}}_{\mathrm{A}}^2{+\mathrm{u}}_{\mathrm{B}}^2},$$

(5)

The u_A component is typically a standard deviation obtained in n repeated measurements. Since a testing laboratory usually makes a limited number of measurements, which always apply to different test objects, it seems most reasonable to conduct the initial measurements on single, uniform material and use the obtained standard deviation as u_A in Equation (5). This way, constant uncertainty is obtained for measurements conducted on different test objects.

For simple measurements, e.g., linear dimensions, it can be of little significance, but becomes more vital in tests consisting of several measurements, as described in Section 3.2.

In order to obtain the expanded uncertainty U(X), coverage probability p has to be determined, which is defined as the “probability that the set of true quantity values of a measurand is contained within a specified coverage interval” [26].

$$\mathrm{U}\left(\mathrm{X}\right)=\mathrm{k}·{\mathrm{u}}_{\mathrm{X}},$$

(6)

where k—coverage factor ensuring specific coverage probability p.

The coverage probability of 95% is usually applied for measurement uncertainty estimations. There are no explicit guidelines for determining the relationship between coverage factor k and coverage probability p [11,23]. The knowledge of probability distribution poses the biggest problem. In the case of simple Equation (5), it is evident that putting two functions together, even if they are normal distribution functions, does not necessarily lead to normal distribution. The value k = 2 most commonly used for p = 95%, concerning normal distribution, is not the correct solution in many cases.

Testing laboratories use different approaches to coverage factor determination, which leads to significant discrepancies in uncertainty estimations, as demonstrated, e.g., in the paper authored by Szewczak and Piekarczuk [36].

3.2. Test results Uncertainty

3.2.1. “Known” Uncertainty

If a test includes many measurements, the test result can be expressed with the following equation:

$$\mathrm{Y}=\mathrm{f}\left({\mathrm{x}}_1, {\mathrm{x}}_2{,\text{…},\mathrm{x}}_{\mathrm{N}}\right),$$

(7)

where:

• Y—test result;
• x_i—measurands.

Every measurand can be expressed with Equation (4) and its approximate standard uncertainty with Equation (5).

Combined standard uncertainty

$${\mathrm{u}}_{\mathrm{c}}\left(\mathrm{Y}\right)=\sqrt{{\displaystyle \sum }_{\mathrm{i}=1}^{\mathrm{N}}{\left(\frac{\partial \mathrm{f}}{\partial {\mathrm{x}}_{\mathrm{i}}}\right)}^2{\mathrm{u}}^2{(\mathrm{x}}_{\mathrm{i}}),}$$

(8)

A test is usually not based only on measurements. The test methods used for construction product testing are often based on a sequence of measurements and non-measurement stages, e.g., a stage of exposure to factors such as temperature, humidity, pressure, chemicals, electromagnetic impact, fire, UV radiation, etc.

It may not be possible to estimate standard uncertainty according to the rule presented in Equations (4), (5), (7) and (8), as individual factors contributing to the uncertainty cannot be linked to the test result with the model equations.

A typical procedure in such cases is to add to Equation (8), a component related to the dispersed test end result Y. The component is the same as the aleatory component A in measurement Equation (4). Then, the uncertainty is estimated based on the following equation:

$${\mathrm{u}}_{\mathrm{c}}\left(\mathrm{Y}\right)=\sqrt{{\displaystyle \sum }_{\mathrm{i}=1}^{\mathrm{N}}{\left(\frac{\partial \mathrm{f}}{\partial {\mathrm{x}}_{\mathrm{i}}}\right)}^2{\mathrm{u}}_{\mathrm{B}}^2\left({\mathrm{x}}_{\mathrm{i}}\right){+\mathrm{u}}_{\mathrm{A}}^2\left(\mathrm{Y}\right),}$$

(9)

where ${\mathrm{u}}_{\mathrm{A}}^2\left(\mathrm{Y}\right)$ is a random uncertainty component of result Y, whose value is typically the standard deviation from the obtained results.

Laboratories testing the construction products’ performance have little knowledge about the actual possible dispersion of the results caused by the testing procedure due to the following reasons:

• Different products submitted by clients are tested in such laboratories;
• The standard number of repetitions in construction product tests is low (usually 3–5), and in some cases, the test is performed only once. It is caused by the cost of samples and the test and the fact that the sample is destroyed in most tests.

That is why, in the best-case scenario, a laboratory has data concerning random dispersion of the results in the form of a collection of standard deviation values {s_r1, s_r2, … s_rM} estimated based on a small number of repetitions, each applying to a different product.

Assuming by an estimate that in the laboratory, the component applying to random effects related to the test performance is constant and equals ${\mathrm{s}}_{\mathrm{rlab}}$, the standard deviation s_rj of the j material tests can be divided into two components:

$${\mathrm{s}}_{\mathrm{rj}}=\sqrt{{\mathrm{s}}_{\mathrm{rlab}}^2{+\mathrm{s}}_{\mathrm{rjmat}}^2},$$

(10)

where ${\mathrm{s}}_{\mathrm{rjmat}}$ is the standard deviation related to non-uniform samples of the tested product j. It is different for each product and, consequently, for each test.

The component of uncertainty can be approached in two ways:

• Including the ${\mathrm{s}}_{\mathrm{rj}}$ value in the result uncertainty. The uncertainty will be different for each test;

• Including the ${\mathrm{s}}_{\mathrm{rlab}}$ estimated previously based on historical data when estimating the uncertainty (e.g., uniform material used in the test).

Most of the standardised test methods do not specify the procedures, and that is why the differences in the estimated uncertainties can be significant. Examples are summarised in

Table 1. Table summarising standard deviations obtained in the current results of tests performed with different methods in the same laboratory. Each value-s_r and RSD-was obtained for different construction product test results.

Test	Material/Product j	sr, Repeatability Standard Deviation 1	RSD, Relative Standard Deviation%
Thermal conductivity of insulation materials λ, W/m⋅K, EN 12667:2001 [37]	1	0.0035	10.1
	2	0.0006	1.4
	3	0.0026	8.2
	4	0.0024	7.2
	5	0.0035	9.8
Tensile properties of the sealants–secant modulus at the 60% elongation N/mm2 ISO 8339: 2005 [38]	6	0.283	18.6
	7	0.009	2.3
	8	0.202	11.5
	9	0.009	10.5
	10	0.026	6.4
Long-term water absorption through immersion % ISO 16535:2019 [39]	11	0.06	9.12
	12	0.06	3.46
	13	0.10	7.69
	14	0.36	18.03

¹ Units given in the “test” column.

.

Using ${\mathrm{u}}_{\mathrm{A}}\left(\mathrm{Y}\right){=\mathrm{s}}_{\mathrm{rlab}}$ in Equation (9), where ${\mathrm{s}}_{\mathrm{rlab}}$ is a standard deviation obtained historically, at a high number of repetitions and with samples as homogeneous as possible, will enable estimation of result uncertainty assigned to laboratory operations and will not refer to the product characteristics.

Using ${\mathrm{u}}_{\mathrm{A}}\left(\mathrm{Y}\right){=\mathrm{s}}_{\mathrm{rj}}$ in Equation (9), where ${\mathrm{s}}_{\mathrm{rj}}$ is a standard deviation from current results, contains a product-dependent component and is calculated based on a low number of repetitions.

Since there are no specific provisions, each laboratory quotes uncertainty estimated differently.

Still, the issue of the coverage factor, presented in Section 3.1, remains valid, as it is the source of more divergence. Noticing the divergences, one wonders how reliable the uncertainties quoted by laboratories are.

3.2.2. Dark Uncertainty

Thompson and Ellison [22] deliberated on dark uncertainty that “would appear as an unexpectedly large dispersion of values”. The dispersion is inadequately high against the measurement uncertainty values estimated according to the so-called GUM (Guide to the Expression of Uncertainty in Measurement, JCGM 100 [11]). The analysis is applied to chemical tests, but it is more evident for different types of construction product test methods.

In product sample tests commissioned to independent laboratories by the market surveillance authorities, the manufacturers observe that the results differ—often significantly—from those obtained under factory production control. A similar effect is observed by accredited laboratories participating in proficiency tests (PT) or interlaboratory tests (ILC). Even if the organisers consider laboratories results correct, the dispersion of results is still evident, which can sometimes be several times higher than the dispersion of results in each laboratory.

An intuitive conclusion can be that it is caused by “driving forces that produce changes” [9]. Some of the forces can be identified on a testing laboratory level. Imposing adequate additional limitations in the testing model (e.g., narrowing the test temperature tolerance limits against the limits suggested by the standard) can reduce the dispersion of the results.

Nonetheless, it is an action on a single laboratory level which does not change the general situation, i.e., the differences in the results between laboratories. It can be attributed to the fact that:

• Arrangements made by one laboratory are not valid for other laboratories;
• Driving forces in one laboratory do not necessarily affect the differences in the results obtained by other laboratories, or their share is limited.

If the differences between laboratories are assumed to be caused by a hidden uncertainty component u_H, Equation (9) takes the following form:

$${\mathrm{u}}_{\mathrm{c}}\left(\mathrm{Y}\right)=\sqrt{{\displaystyle \sum }_{\mathrm{i}=1}^{\mathrm{N}}{\left(\frac{\partial \mathrm{f}}{\partial {\mathrm{x}}_{\mathrm{i}}}\right)}^2{\mathrm{u}}_{\mathrm{B}}^2\left({\mathrm{x}}_{\mathrm{i}}\right){+\mathrm{u}}_{\mathrm{A}}^2\left(\mathrm{Y}\right){+\mathrm{u}}_{\mathrm{H}}^2\left(\mathrm{Y}\right)}$$

(11)

The u_H value is related to the interlaboratory component, expressed with interlaboratory standard deviation (${\mathsf{\sigma }}_{\mathrm{L}}$), and related to the repeatability (${\mathsf{\sigma }}_{\mathrm{r}}$) and reproducibility (${\mathsf{\sigma }}_{\mathrm{R}}$) standard deviations with the following formula [40]:

$${\mathsf{\sigma }}_{\mathrm{R}}=\sqrt{{\mathsf{\sigma }}_{\mathrm{r}}^2{+\mathsf{\sigma }}_{\mathrm{L}}^2},$$

(12)

Hence:

$${\mathrm{u}}_{\mathrm{c}}\left(\mathrm{Y}\right)=\sqrt{{\displaystyle \sum }_{\mathrm{i}=1}^{\mathrm{N}}{\left(\frac{\partial \mathrm{f}}{\partial {\mathrm{x}}_{\mathrm{i}}}\right)}^2{\mathrm{u}}_{\mathrm{B}}^2\left({\mathrm{x}}_{\mathrm{i}}\right){+\mathrm{s}}_{\mathrm{rY}}^2{+\mathrm{s}}_{\mathrm{LY}}^2,}$$

(13)

Estimating the share of dark uncertainty under some analytical studies, Thompson and Ellison analysed collections of test results, considering the u/s_R parameter, where u is the standard uncertainty estimated according to the GUM, and s_R is the value of reproducibility standard deviation obtained in interlaboratory tests. Depending on the ILC program and type of test, the value of the u/s_R median ranged from 0.55 to 0.75. It suggested that the measurement uncertainty can be significantly underestimated.

In construction product testing, uncertainty estimation, according to the GUM rules, is significantly less reliable (see Section 3.2.1), and typically the current dispersion of results has the largest share. It is expressed with standard deviation in repeatability conditions, s_r, which is usually much higher than the uncertainty component u_B resulting from equipment calibration. In order to evaluate the dark uncertainty scale, the data presented in the ILC Reports were analysed in this study. The data originate from tests carried out by PT/ILC accredited organisers and data from inter- and intra-laboratory experiments performed by the Instytut Techniki Budowlanej. The s_r/s_R ratio was analysed, where s_R is the reproducibility standard deviation.

Table 2 summarises the results for some test methods. The s_r, s_L and s_R values were calculated by the author of the article on the basis of laboratory test results reported by the ILC Organizers. If the reports included sufficient data, s_r, s_L and s_R values were calculated according to ISO 5725-2 [40], but no tests were used in relation to outliers. The organiser’s unsatisfactory results, based on the organiser’s criteria, were rejected.

If the ILC Reports missed the data necessary for s_r estimation (repetitions in individual laboratories), the s_R was estimated in a simplified way based on the formula [41]:

$${\mathrm{s}}_{\mathrm{R}}=\frac{{\mathrm{y}}_{\max }{-\mathrm{y}}_{\min }}{2.8},$$

(14)

where:

y_max, y_min—maximum and minimum results obtained under the ILC using the selected test method.

This method of ${\mathrm{s}}_{\mathrm{R}}$ estimation shall be considered simplified. The obtained value offers a general view of the possible dispersion of results between laboratories.

By analysing the results shown in Table 2, the following regularities can be traced:

• In all cases s_r/s_R < 1. It means underestimated uncertainty if the laboratory assumes a random component for its estimation ${\mathrm{u}}_{\mathrm{A}}\left(\mathrm{Y}\right){=\mathrm{s}}_{\mathrm{r}}$

• There is a significant s_R rising trend when the scope of actions performed under the testing procedure is extended. Tests according to EN 826:2013 provide a good example: s_R deviation for compressive strength is relatively low (ca. 2%), while the s_R for compression modulus of elasticity is exceptionally high (ca. 63% or ca. 38% after eliminating the lowest and the highest score).

Adhesion test results for different materials and test methods also show significant standard deviations of reproducibility. The ILC for tests according to EN 12004-2:2017 organised for over thirty laboratories by Ceprocim S.A. and for three laboratories by the Building Research Institute revealed similar s_R values of initial adhesion (ca. 26% and 22%, respectively). However, for the tensile adhesion strength after water immersion, the s_R ≈ 60%.

Table 2. Analysis of ILC Reports data. The values of interlaboratory standard deviation (${\mathrm{s}}_{\mathrm{L}}$), repeatability (${\mathrm{s}}_{\mathrm{r}}$) and reproducibility (${\mathrm{s}}_{\mathrm{R}}$) standard deviations are expressed as percentage of the general mean for the reference ILC. P/n—number of laboratories/number of results for laboratory.

Test Method	sr %	sR %	sL %	P/n	sr/sR	ILC Report
ISO 12567-2:2005 [42] Thermal transmittance of roof windows Um,	ITB data: 0.27 (2 tests) 0.15 (2 tests)	5.7 6.2	No data	6/1		[43]
EN 196-1:2016 [44] Compressive strength after 2 days	2.4	6.3	5.8	18/6	0.38	[45]
Compressive strength after 28 days	1.8	9.7	9.5		0.19
EN 826:2013 [46]						[47]
Compressive strength	0.4	1.9	1.8	7/2	0.21
Strain	4.3	13.6	13.0	6/2	0.32
Compression modulus of elasticity 1	1.5	62.7	62.6	7/2	0.02
Compression modulus of elasticity (after eliminating the lowest and the highest score) 2	1.7	38.8	38.7	5/2	0.04
EN 12004-2:2017 [48] Initial adhesion strength,	No data	25.7	No data	31/1		[49]
Tensile adhesion strength after water immersion	No data	59.6	No data	32/1
EN 12004-2:2017 [48] Initial adhesion strength	10.5	22.1	19.5	3/10	0.48	[50]
EN 1015-12:2016 [51] Determination of adhesive strength of hardened rendering and plastering mortars on substrates	13.3	20.5	15.6	3/5	0.65	[52]
EN 13823:2020 [53], Reaction to fire tests						[54]
SMOGRA	13.3	26.5	23.0	14/3	0.50
TSP 600	9.7	24.6	22.6	13/3	0.39
FIGRA02	14.8	27.0	22.6	13/3	0.55
THR600	10.8	35.5	33.8	14/3	0.30

^1,2 There were huge differences between the laboratories and anomalies in the data set, such as outliers. Therefore, the organiser of the ILC presented only the test results in the report, without evaluation and without estimated precision. Values of sr and sR have been estimated by the author of the article for illustrative purposes. In ¹, it applies to all of the results. In ², due to the very large dispersion of the results and the impossibility of using the Grubbs test, the author rejected the max and min result.

Table 2. Analysis of ILC Reports data. The values of interlaboratory standard deviation (${\mathrm{s}}_{\mathrm{L}}$), repeatability (${\mathrm{s}}_{\mathrm{r}}$) and reproducibility (${\mathrm{s}}_{\mathrm{R}}$) standard deviations are expressed as percentage of the general mean for the reference ILC. P/n—number of laboratories/number of results for laboratory.

Test Method	sr %	sR %	sL %	P/n	sr/sR	ILC Report
ISO 12567-2:2005 [42] Thermal transmittance of roof windows Um,	ITB data: 0.27 (2 tests) 0.15 (2 tests)	5.7 6.2	No data	6/1		[43]
EN 196-1:2016 [44] Compressive strength after 2 days	2.4	6.3	5.8	18/6	0.38	[45]
Compressive strength after 28 days	1.8	9.7	9.5		0.19
EN 826:2013 [46]						[47]
Compressive strength	0.4	1.9	1.8	7/2	0.21
Strain	4.3	13.6	13.0	6/2	0.32
Compression modulus of elasticity 1	1.5	62.7	62.6	7/2	0.02
Compression modulus of elasticity (after eliminating the lowest and the highest score) 2	1.7	38.8	38.7	5/2	0.04
EN 12004-2:2017 [48] Initial adhesion strength,	No data	25.7	No data	31/1		[49]
Tensile adhesion strength after water immersion	No data	59.6	No data	32/1
EN 12004-2:2017 [48] Initial adhesion strength	10.5	22.1	19.5	3/10	0.48	[50]
EN 1015-12:2016 [51] Determination of adhesive strength of hardened rendering and plastering mortars on substrates	13.3	20.5	15.6	3/5	0.65	[52]
EN 13823:2020 [53], Reaction to fire tests						[54]
SMOGRA	13.3	26.5	23.0	14/3	0.50
TSP 600	9.7	24.6	22.6	13/3	0.39
FIGRA02	14.8	27.0	22.6	13/3	0.55
THR600	10.8	35.5	33.8	14/3	0.30

^1,2 There were huge differences between the laboratories and anomalies in the data set, such as outliers. Therefore, the organiser of the ILC presented only the test results in the report, without evaluation and without estimated precision. Values of sr and sR have been estimated by the author of the article for illustrative purposes. In ¹, it applies to all of the results. In ², due to the very large dispersion of the results and the impossibility of using the Grubbs test, the author rejected the max and min result.

Considering that the expanded uncertainty for the coverage probability p ≈ 95% will probably be twice as high as s_R, very high uncertainties are obtained, exceeding 100% of the measured value in two cases shown in the table. This can inspire reflection on whether test methods rendering so dispersed results are fit for evaluating compliance with the criteria. Simultaneously, a dilemma occurs regarding whether high uncertainties should be quoted, or perhaps laboratories should still quote uncertainties estimated as described in Section 3.2.1.

4. Validation of Test Methods

The ILC emphasised significant problems with test methods. Reproducibility standard deviation reveals most of the possible variabilities within limits imposed by the given test method. Under the ILC, laboratories do their best to have their results positively evaluated, and so they strictly follow the recommendations of the standard describing the method. Repeatability standard deviations are small compared to interlaboratory dispersions, and it is a testimony to the imperfections of the test methods.

Methods shall be improved to reduce the differences between the laboratory results. The two possible ways to improve the existing methods include:

• Specifying the details of recommendations on the test procedure so that they are explicit and interpreted in the same way by all laboratories;
• Narrowing the tolerance limits of the driving forces affecting the results.

It is common knowledge (also mentioned in the ISO 17025 requirements) that every test method should be validated before its introduction into practice. This means confirming the method’s validity for the intended use. If too significant dispersion of results is revealed in the validation experiment, it may turn out that the method is inadequate and should not be used for product assessment. For instance, it does not fulfil the condition described in Equation (3).

Many standards, including but not limited to EN 826 and EN 196-1, contain validation data on the method’s accuracy, which means information about repeatability standard deviation and reproducibility standard deviation. The data are not always complete because, as shown in Table 1, the variability of the results can also depend on the tested material or product. Some standards, e.g., [55], take it into account. However, they are rare cases in the current pool of standardised test methods used to assess construction product characteristics.

It is a common conviction that standardised methods are validated. Nonetheless, the validation experiments were very limited or not executed in many cases. This is suggested by inadequately high s_R values discovered during ILC and a lack of information about the method’s accuracy in the standards.

5. Discussion

The problems with test methods and assessment of construction products, presented in general in the paper, can be analysed in more detail for each test method and the related assessment criteria. This article aims to indicate that the assessment of construction products, in many cases, may take place in the conditions of uncertain or unknown uncertainty of the results and consequently unknown assessment risk.

A laboratory is obliged to indicate measurement uncertainty, which can be limited to quoting the uncertainty of each measurand occurring throughout the test. Such uncertainties are estimated based on calibration certificates and intra-laboratory dispersion of measurement results. Therefore, when estimating the uncertainty of results in tests on the product exposure at temperature T and in time t, the uncertainty can be quoted as data referring only to the following measurands: temperature T = X₁ ± U₁ °C, and time t = X₂ ± U₂ min. For instance, if a weight change is a measure of resistance to exposure, information can be added that weight was measured with the uncertainty U₃ The uncertainties do not refer to the test’s final result, which is a weight change following the exposure to temperature T in time t.

Although a weight change can be described with a model equation containing single weight measurements, the temperature and time can be hardly included. A laboratory fulfilling its obligation to indicate the uncertainty of measurements performed as part of the tests cannot quote the test result uncertainty. It is also impossible to indicate the test result uncertainty for a qualitative result (expressed in the nominal scale).

On the other hand, the laboratory shall consider the (measurement) uncertainty when assessing compliance with the requirements. In light of the discussed issues, except for the cases when uncertainty cannot be estimated, one can ask which uncertainty should be taken into consideration. If only the measurement uncertainty is considered, the assessment risk estimated based on it obviously will not be reliable. If expanded test uncertainty is accounted for, covering all components affecting the variability of the results, reasonable estimation of such uncertainty is practically impossible because a laboratory does not have exhaustive information (Figure 4). When a laboratory does not collect samples or develop test methods, estimating the “total” uncertainty is not required.

In many tests, e.g., resistance to fire, windows’ air permeability or resistance to wind load, and treatment efficiency for site-assembled domestic wastewater treatment plants, the “total” uncertainty is affected by several factors related to the mounting method of the samples, testing equipment installation and activation, many measurements performed during the test and operators’ subjective assessment, et al. These components are not related to the test result by any model equation. Interlaboratory tests are organised rarely, for a small number of laboratories, or not executed at all. That is why there is no information about the possible variability of results. Estimating the uncertainty referring to the test results is practically impossible in such cases.

The standards pertaining to some test methods, e.g., in the area of resistance to fire, openly declare no possibility of estimating the uncertainty of results at the current knowledge level. The decisions about compliance are then taken with no knowledge of the uncertainty and risk, based on simple acceptance. The advantage of such a situation is that all stakeholders involved in compliance assessment proceed in the same way.

In other cases, the knowledge of the method’s precision and uncertainty, even if available, is not used for uncertainty assessment. It results from high values of reproducibility standard deviation and a lack of uniform rules of uncertainty estimation. In some domains, the rules are described in standards. For instance, after many years of using standards which describe sound insulation testing methods, a standard was developed describing uncertainty assessment for test results, estimating the uncertainty based on interlaboratory tests and describing the application of uncertainties [56] in building acoustic. Still, for most test methods, no such information is available.

In such cases, applying the guarded acceptance or guarded rejection rule when making a decision about compliance is unreasonable if the guard band width w is to be based on uncertainty (Section 2.1, Equations (1) and (2)). The only alternative would be to impose the w value, but it would have to be based on reasonable premises, and it will not be a sensible solution when the possible variability of the results is unknown. Therefore, the simple acceptance rule has to be followed.

The relationship between misassessment risk and uncertainty, assuming a normal distribution, is based on the following parameter (for the lower tolerance limit T_L):

$$\mathrm{z}=\frac{{\mathrm{y}-\mathrm{T}}_{\mathrm{L}}}{\mathrm{u}},$$

(15)

where: y—test result, u—standard uncertainty, assigned to the result.

The probability that the result fulfils the requirements: p_c = Φ(z).

Table 3. Probability values of misassessment, depending on the relationship between (y − T_L) and u.

(y − TL)/u	pf—Probability of Wrong Decision
3	0.001
2	0.023
1	0.159
0.5	0.309
0.2	0.579

shows the examples of the probability of misassessing for different relations between (y − T_L) and u. The p_c = Φ(z) values were indicated, assuming a normal distribution.

It is evident that the probability of misassessment at the same difference (y − T_L) depends on u value, which-as shown-is non-reliable or impossible to estimate.

6. Conclusions

The results of construction product tests are of method-defined measurand nature in most cases. Depending on the level of uncertainty knowledge, they can be divided as follows:

• Methods for which the result-assigned uncertainty cannot be estimated at the current knowledge status;
• Methods for which laboratories estimate the uncertainty, but it is typically much lower than the dispersion of results obtained in ILC. It indicates the existence of dark uncertainty, which is not taken into account when estimating the uncertainty. The uncertainty component is closely related to the test method and should be determined by the authors of the test methods as part of the validation;
• Methods for which uncertainty or their estimation method are given in the standards;
• Measurement methods for which the uncertainty estimated by the laboratory is reliable.

The knowledge of the “total” uncertainty is critical for a reliable assessment of the performance of construction products. It applies to manufacturers, testing laboratories and surveillance authorities. Testing methods of high uncertainty should not be used to assess the products’ performance. The currently applicable standards describing some testing methods do not contain information about uncertainty or its recommended estimation method. Using non-uniform methods of uncertainty estimation under the given test method and having no knowledge about the method’s uncertainty, laboratories quote uncertainty according to their best knowledge. Despite the above, the uncertainty values are not reliable, as revealed, e.g., by ILC.

The resulting confusion applies to manufacturers, laboratories and surveillance authorities.

The test methods based on which construction products are launched should be revised and improved. If not accurate enough (too high uncertainty), they should be adjusted or withdrawn. The uncertainty estimation method or uncertainty values should be quoted in the standard to avoid discrepancies between laboratories.