Skip to main content

B-31 (Buildings) / B-11 (Products) Distinction between Modules B2, B3, B4 and B5

Aspect B-31 (Buildings) / B-11 (Products) Distinction between Modules B2, B3, B4 and B5
Description
Modules B2 to B5 cover the impacts related to the service life of building and building parts, whether it is a light modification, such as a small maintenance operation or an important retrofit (rehabilitation).It is sometimes difficult to determine which module a specific operation should be attributed to. The present aspect proposes a common definition of these modules, plus recommendations on how to use them at the product and building scale.

related study objective

☒ stand-alone LCA ☒ comparative assertion

related study phase

☒ ☐ ☐ ☐ ☐
goal and scope definition inventory analysis (LCI) impact assessment (LCIA) interpretation reporting

relevant for

new buildings existing buildings construction products screening LCA simplified LCA complete LCA
Provisions Standards EN 15804 and EN 15978 provide definitions and examples of aspects B2 to B5. The LCA practitioner should refer to these standards.B2 – Maintenance encompasses all actions related to maintaining a product or building part – i.e. replacement or reparation of a used, damaged or worn part of the product (a part, but not the entire functional unit) in a state in which it can perform its functions [EN 15978]. According to EN 15978, this applies to planned actions, and should include:

  • preventive and regular maintenance operations;
  • cleaning operations.

Maintenance actions are part of the ‘intended use’ definition that should be provided with a product’s reference service life (see EN 15804, annex A and 7.3.3.2 Reference service life). The reference service life (RSL) is valid under a specific set of conditions, notably the in-use environment (e.g. UV, heat, humidity, etc.), and proper implementation and maintenance that comply with the producer’s recommendations and with state-of-the-art practices. The RSL should be used to calculate the number of replacements. See the aspects: ‘Definition of the service life of a building product’ and ‘replacement frequency’ for additional information.

B3 – Repair encompasses all actions related to returning a product or building part to an acceptable condition in which it can perform its required functional and technical performances [EN 15804], including:

  • corrective, responsive or reactive treatment of a construction product;
  • replacement of a broken component or part because of damage (replacement of a whole element should be assigned to replacement).

The example given in EN 15978 and EN 15804 is a window with a broken pane.

–> Although the distinction between the maintenance and repair modules is not straightforward, the example given for repair falls outside the scope of the intended use that defines reference service life.

B4 – Replacement covers the replacement of a whole construction element [EN 15804], including the production and installation of a new (and identical) construction element. Examples given in EN 15978 include replacement of a partition wall, and replacement of a boiler or heating system.

–> The replacement module is distinguished from the maintenance and repair modules by the fact that a complete component or part is replaced (maintenance include the replacement of subcomponents, and repair the replacement of damaged parts). Although this ultimately depends on the breakdown of the building into subcomponents, it seems reasonable to understand it as the replacement of a complete functional unit such as defined in the EPD.

B5 – Refurbishment covers concerted programmes of maintenance, repair and/or replacement activity across a significant part or whole section of the building [EN 15804]. Examples provided include: ‘a major change of the internal layout (partitioning)’, a ‘change of the technical system related to heating’ and ‘modification for the purpose of a […] change of use’ [EN 15978].

–> The refurbishment module addresses important modifications that would impact on several building components, and modify building performances and/or functions.

All these aspects are related to the notions of durability and service life planning, as described in the ISO 15686 series. Relations between the type of operations and performance of a given product or building part could be represented as follows:

Figure 18: Example of performance over time relation depending on operations [EN 15804]

This figure is shown only for explanation purpose, and many other cases are possible, such as:

  • performance stability over the reference study period;
  • overall decrease of performance despite maintenance operations;
  • failure at implementation.

Furthermore, “service life planning can only address foreseeable changes. Since service life planning is concerned with foreseeable risks, it is not applicable to the estimation of obsolescence […] or to defective performance resulting from unforeseeable events or processes” [ISO 15686-1, part B.8.2.].

In the case of sound statistical feedback on the replacement rate of a specific product for a given country or region, it is unlikely that a clear distinction between the causes of replacement could be easily made. In that specific case, replacement causes would naturally encompass all cases: i.e. premature failure, failure due to foreseeable ageing (i.e. RSL) and obsolescence. The figure below presents a hypothetical distribution of replacement rate according to the main causes of replacement (including building deconstruction).

Figure 19: Replacement rate [EN15804]

 

Rules from:

EN 15978

7.4.4.1 General
8.6.3 Scenarios for maintenance, repair, replacement

EN 15804

6.3.3. Reference service life
6.3.4.4.2  – B4 Replacement
Annex A
Guidance
As the distinction between Modules B2 to B5 is not straightforward, it is recommended that the following principles be applied when developing product and building LCA. These principles are based solely on the distinction between the causes of end of life:–> For end of life related to performance decrease over time (e.g. aging, decay, degradations, etc.):

  • causes related to foreseeable events (i.e. related to reference service life) in a defined set of conditions lead to maintenance and replacement scenarios;
  • causes related to unforeseeable events lead to repair scenarios.

–> For end of life related to modification of expectations regarding the building’s performance level or functionalities (e.g. obsolescence, such as modification of activities inside the building, modification of regulation, etc.):

  • causes lead to refurbishment scenarios.

B2 – Maintenance:

For product LCA, this module should cover all operations necessary to maintain the performance of products, or to return them to their original level, including scheduled replacement of parts and subcomponents. Example include: scheduled replacement of boiler parts; scheduled replacement of light bulbs from luminaires; repainting of a wall, door or window frame; replacement of small elements of roofing, such as tiles (e.g. a certain number of tile per 10 years per square metre), etc.

For building LCA, maintenance should take into account maintenance modules as provided within EPD, as well as additional information if needed (e.g. current or state-of-the-art practices, recommendations, etc.).

–> Maintenance should be understood as the set of operations performed under normal conditions. This applies in a given context (e.g. maintenance of a product could change, depending on the climate). Product modification and operations caused by accidents, improper installation or handling, unforeseeable events (such as flood), etc. should be covered by the repair module (see below).

–> Maintenance scenarios at the building scale should be consistent with the building’s physical structure: maintenance of a given component should take into account the influence of neighbouring components (e.g. accessibility).

B3 – Repair:

For product LCA, the repair module should not be included in the baseline scenario.

For building LCA, the repair module should not be included in the baseline scenario. The repair module may cover all operations related to product modification outside the scope of the maintenance module – that is, outside the scope of normal conditions, including improper use of a product, unforeseeable events such as flood or vandalism, etc.

–> For existing buildings, repair scenarios could be based on the history of the building (i.e. examples based on previous reparation);

–> For new buildings, repair scenarios could be used to assess the environmental impacts of a specific risk (e.g. the impact of reparation due to flood, the impact of improper installation that causes damage, etc.).

B4 – Replacement:

Replacement is necessarily related to the reference service life. Replacement occurs at the end of life of a product: that is, when it does not meet its initial performance requirements (modification of the requirements after product installation should be considered as obsolescence, and be covered by a specific scenario: see below). The number of replacements is further described in the aspect ‘Replacement frequency’.

–> It is recommended that replacement caused by events that are outside the scope of condition defined by the reference service life be treated as repair.

For product LCA, replacement covers the replacement of the whole functional unit by a new one after RSL. The boundaries of replacement include [EN 15978]:

  • production of the replaced component and ancillary products;
  • transportation of the replaced component and ancillary products, including production impacts and aspects of any losses of materials during transportation;
  • the process of replacing the components and ancillary products;
  • waste management of the removed component and of ancillary products;
  • the end-of-life stage of the removed component and of ancillary products.

Most of these may be similar to other modules for cradle-to-grave product LCA, for instance:

  • The transport scenario of the new component may be similar to A4 – Transport.
  • The replacement process may be similar to C1 – Deconstruction.

–> If no differences arises from a comparison between a replacement scenario and an installation scenario (including related production, transport, end of life, etc.) then a replacement scenario is not necessary. In any case, it should be clearly stated whether or not the assumptions regarding B4 modules are similar to those used for other modules (e.g. the replacement process is different from the initial implementation because of the building structure, etc.).

For building LCA, replacement should include:

  • replacement modules as described in cradle-to-grave EPDs (or cradle-to-gate EPD with corresponding option);
  • additional LCA data to cover components without EPD.

–> Replacement scenarios at the building scale should be consistent with the building physical structure. Replacement of a given component should take into account the influence of neighbouring components (e.g. accessibility, possible replacement of other components, etc.).

B5 – Refurbishment

For product LCA, no refurbishment module need be included in the baseline scenario, as this is highly dependent on information at the product scale.

For building LCA, the refurbishment module should not be included in the baseline scenario if the building service life is equivalent to the reference study period. Additional refurbishment scenarios may be developed. For example:

  • to assess the modification of building functions (e.g. switching from a commercial building to habitation);
  • to assess the effect of an expected regulation that would affect the buildings.

–> A refurbishment(or deconstruction/new construction) scenario should be developed if the service life of the building is less than the reference study period.

It is recommended that a refurbishment scenario be developed when long reference study periods (>100 years) are being considered, as modification of the building use is expected over such a period of time. Refurbishment scenarios could also be developed if the reference study period is longer than the reference service life of the load-bearing components and structural elements.

Additional recommendations:

The progressive loss of performance of some components will have an impact on the overall performance of the building (e.g. loss of performance of insulation may lead to an increase of energy demand for heating). If sufficient data are available, these aspects should be addressed using a sensitivity analysis.

According to NEN 15804 (Annex A), Reference service life “could be based on empirical, probabilistic or statistical data and shall always taking into account the intended use (description of use) as described in ISO 15686-1, -2, -7 and -8” [EN 15804, Annex A].

8.1. Overview

This chapter addresses aspects that are related to life cycle stage C. All the aspects of this chapter provide provisions, rules and guidance for the goal and scope definition and the inventory analysis steps according to [ISO 14040] and [ISO 14044]. The following list describes the aspects addressed in Module C.

8.  Aspects concerning Module C

Back to EeBGuide Guidance Document Part B: BUILDINGS

C-01 Demolition/deconstruction – screening and simplified LCA

Aspect C-01 Demolition/deconstruction – screening and simplified LCA
Description
The deconstruction and demolition stage involves quantification of the impact related to the end of life of the constructed system. For example, if it is a reinforced concrete building, deconstruction activity will consist mainly in separating the reinforcing steel from the concrete. During this operation, energy is consumed, and pollutants are emitted to the air. In this context, should the demolition and deconstruction stage be considered in the context of a screening or simplified LCA?

related study objective

☒ stand-alone LCA ☒ comparative assertion

related study phase

☒ ☐ ☐ ☐ ☐
goal and scope definition inventory analysis (LCI) impact assessment (LCIA) interpretation reporting

relevant for

new buildings existing buildings construction products screening LCA simplified LCA complete LCA
Provisions The demolition and deconstruction aspects may be included for screening and simplified LCA. Generic data should be taken from LCA databases if available.
Rules from:
EN 15978:

8.7.2 Scenarios for deconstruction – Module C1

EN 15804:

6.2.6 C1-C4 End-of-life stage information modules

Guidance
Depending on the goal and scope of the study, this aspect may be neglected, owing to its minor relevance.The practitioner may use ratios based on the materials impact (e.g. 3% for GWP in the case of concrete) if the purpose of the assessment is to obtain a rough estimate of the end of life for specific impact categories.Very few LCA data are currently available in every national context. One option is to use existing generic LCA data on the impact of demolition and the deconstruction process (e.g. the impact of sorting the reinforcing steel from the concrete at the end of life of the building). Such generic LCA data can be found e.g. in the Ecoinvent database.

The practitioner should be aware that the data on demolition process may not be fully adapted to the context. Another option is to define generic data with stakeholders (collection of specific data).

C-02 Demolition/deconstruction – complete LCA

Aspect C-02 Demolition/deconstruction – complete LCA
Description
The deconstruction and demolition stage involves quantification of the impact related to the end of life of the constructed system. For example, if it is a reinforced concrete building, deconstruction activity will consist mainly in separating the reinforcing steel from the concrete. During this operation, energy is consumed, and pollutants are emitted to the air. In this context, should the demolition and deconstruction stage be considered in the context of a complete LCA?

related study objective

☒ stand-alone LCA ☒ comparative assertion

related study phase

☒ ☐ ☐ ☐ ☐
goal and scope definition inventory analysis (LCI) impact assessment (LCIA) interpretation reporting

relevant for

new buildings existing buildings construction products screening LCA simplified LCA complete LCA
Provisions The demolition and deconstruction aspects should be included for a complete LCA. Generic or specific data should be taken from LCA databases or other relevant sources if available, unless they fall under cut-off rules.
Rules from:
EN 15978:
8.7.2 Scenarios for deconstruction – Module C1

EN 15804:
6.2.6 C1-C4 End-of-life stage information modules

Guidance
The practitioner should use detailed calculation (based on specific data) for a complete LCA. The energy, materials and related emissions of these processes should be included. However, very few LCA data are currently available in every national context. One option is to use existing generic LCA data on the impact of demolition and the deconstruction process (e.g. the impact of sorting the reinforcing steel from the concrete at the end of life of the building). Such generic LCA data can be found e.g. in the Ecoinvent database or in the Greenest Building, which provides indicative demolition energies for various building types (see exhibit 2). The practitioner should be aware that the data on demolition process may not be fully adapted to the context. Another option is to define generic data with stakeholders (collection of specific data). For most construction projects this aspect is likely to fall under the cut-off rules, and may be omitted.

8.3 Module C2

No specific aspects are given for Module C2 for buildings, as it is likely to be predefined in building LCA studies, e.g. by the use of EoL generic processes and cradle-to-grave EPD, which have already taken this aspect into account.

Please refer to the two following aspects of the EeBGuide – Part A: PRODUCTS guidance document for further information, as well as the EN 15978 standard.

8.4 Module C3

No specific aspects are given for Module C3 for buildings, as it is likely to be predefined in building LCA studies e.g. by the use of EoL generic processes and cradle-to-grave EPD, which have already taken this aspect into account, as well as the EN 15978 standard

Please refer to the following aspect of the EeBGuide – Part A: PRODUCTS guidance document for further information, as well as the EN 15978 standard.

.

 

C-03 (Buildings) / C-08 (Products) LCA modelling of landfill/disposal

Aspect C-03 (Buildings) / C-08 (Products) LCA modelling of landfill/disposal
Description
Should general rules be defined regarding what is deposited and which LCA data to use? What is the timescale for modelling the fate of disposed material?

related study objective

☒ stand-alone LCA ☒ comparative assertion

related study phase

☒ ☐ ☐ ☐ ☐
goal and scope definition inventory analysis (LCI) impact assessment (LCIA) interpretation reporting

relevant for

new buildings existing buildings construction products screening LCA simplified LCA complete LCA
Provisions This aspect depends on the background database used. LCA practitioners need to adopt the procedures from the background database, and have no specific influence on it.The fate of materials should be based on current practice (as a baseline scenario), and not predicted practice in the future (except for sensitivity analysis purposes).
Rules from:

EN 15978

8.7.5 Scenarios for disposal – Module C4

EN 15804

6.3.4.6 End-of-life stage
6.3.7 Data quality requirements

6.3.8 Developing product scenarios

7.3 Scenarios and additional technical information
7.3.4 End-of-life
ILCD Provisions 7.4.4.2 Modelling waste treatment
I) SHALL – Waste and end-of-life product deposition
I.a) Model waste management completely
         I.b) Modelling discarding of goods into nature
I.c) Modelling waste as output
“Note: the use of generic waste treatment models/processes may be considered to limit time and resources required for data collection.”
Guidance
Within building or product LCA studies, the depositing of material in landfill or other disposal mechanisms is typically not a focus of the study, and is modelled with the use of generic data from background databases. These databases have their own modelling principles concerning the fate of landfilled material. The practitioner cannot influence this aspect, but should understand the way in which landfill processes have been modeled. In some databases, emissions that occur after 100 years are identified separately, and their effect can therefore be considered separately. Databases may also have specific assumptions about the decay rates of biogenic material in landfill and the composition and capture rates for landfill gas, which may not relate to practice in the various Member States, or to current understanding. The practitioner should ensure that this aspect is not neglected. For example, organic materials should not be handled as though they were inert, as this might yield significant errors in the estimation of the fate of deposited material. The practitioner should ensure that the treatment of landfill and incineration processes is considered consistently with the datasets for the production of biogenic material (this should be the case if data are sourced from the same database). Module C4 covers the disposal of end-of-life construction material arising from the demolition of the building. The disposal of end-of-life material arising from the use phase (Modules B2–B5) is included in the individual module where the waste arises.Current landfilling rates and other disposal processes should be used to develop the scenarios for Module C4.The choice of LCA data for landfilling should correspond, as a minimum, to the different types of wastes (inert, non-hazardous and hazardous), although more detailed landfill models are available in many databases. In addition, the time period over which inputs/outputs should be inventoried from the point of disposal in landfill is 100 years [EN 15804 6.3.7]. For biogenic materials, it is of particular relevance to take account of the fate of the biogenic carbon when landfilled, considering the decay rate, the mix of carbon dioxide and methane produced from decay, and the landfill gas capture rate of the landfill. National assumptions for various materials and landfills vary widely.The extent to which biogenic carbon decays into methane at end of life also needs to be considered in LCA studies, although there is little consensus on exactly how much methane will be generated or released in an average landfill. In any event, the greenhouse gases released from biomass degradation will not be balanced by an equivalent amount of sequestered CO2, owing to the increased GWP of methane emission. National EPD programmes may prescribe landfill models, or the percentage of material that will be placed in landfill at the end of life.

D-01 Inclusion of reuse, recovery or recycling potentials (Module D) in building or product LCA

Aspect D-01 Inclusion of reuse, recovery or recycling potentials (Module D) in building or product LCA
Description
Module D describes the net benefits related to exported energy and secondary materials, secondary fuels or secondary products resulting from reuse, recycling and energy recovery that take place beyond the system boundary for both products and buildings. Displaying Module D separately is a very recent outcome of expert discussions. Before, in some life cycle studies, Modules C (end of life) and D were presented jointly in one life cycle stage, and different approaches were used in other situations such as the use of recycled material. As this is not necessarily done any more, under what circumstances is it necessary or mandatory to include Module D in the life cycle results?

related study objective

☒ stand-alone LCA ☒ comparative assertion

related study phase

☒ ☐ ☐ ☐ ☐
goal and scope definition inventory analysis (LCI) impact assessment (LCIA) interpretation reporting

relevant for

new buildings existing buildings construction products screening LCA simplified LCA complete LCA
Provisions EN 15978 for building level calculation states [8.8] that “If relevant and available, Module D addresses the net environmental benefits or loads resulting from reuse, recycling and energy recovery”, and [12.6] “The communication from the report may be simplified according to the following rules: […] if relevant information is provided at the product level on Module D, this information should be reported.”The first point states that Module D should be included if it is relevant, and data are available. The second suggests that if any product used in the building provides data for Module D, this must be reported at the building level, although this is not a mandatory requirement of the standard (‘should’, not ‘shall’).

In general, Module D should be reported both on the product and at the building level, but it is clear from both EN 15804 and EN 15978 that Module D is provided “to help with transparency on the benefits and loads of processes beyond the system boundary of the object of assessment”. Deviating from EN 15978 for benchmarking purposes with other studies where recycling credits have been included, Module D may be included in the building life cycle, but other aspects of system boundary and treatment of recycling (such as use of the cut-off approach for inputs) may render such comparisons invalid.

Rules from:

EN 15978

7.4.6 Boundary for the benefits and loads beyond the system boundary (Module D)

EN 15804

6.2.7 D Benefits and loads beyond the system boundary, information module

ILCD

ILCD uses different approaches for the system boundaries and the benefits of recycling, and Module D is therefore not discussed.
Guidance
If Module D data are not provided by manufacturers within the EPD, default values can be used, or values estimated by the building assessor. As these values may be worse than the calculated values for the product, this could be an incentive for producers to provide data at a product level.It could be argued that Module D is not relevant to the life cycle assessment of both products and buildings, as it is outside the system boundary, although the TC 350 standards state that Module D can be provided as part of the building assessment information to provide additional transparency on benefits and loads beyond the system boundary.

The benefits of exported energy (for example from excess generation from integrated renewable, or from the capture of landfill gas from disposal in C4) must be reported in Module D, and this must be reported separately from any other flows, but Module D is an optional module for any product EPD, and at the building level EN 15978 states regarding Module D that “Where a material flow exits the system boundary and has an economic value or has reached the end-of-waste stage and substitutes another product, then the impacts may be calculated” [7.4.6], and 8.1 states “If information on Module D is communicated in a building assessment”, which shows that it is not a requirement that it be communicated. It is clear that Module D does not need to be calculated for all materials; only where this is defined at a product level must it also be considered in Module D at the building level. However, depending on the relevance of and attitude to the information provided in Module D, practitioners are free to generate data within Module D for products that have not provided this information within their EPD, subject to the normal rules for scenarios regarding current practice.

The system boundary for the building life cycle may be extended to include Module D if full life cycle results are assessed in a context where credits due to system expansion are typically accounted for. This is, for instance, the case in the German Sustainable Building labelling system (DGNB). The practitioner should be very clear that changing the system boundary of the object of assessment may introduce the possibility of double-counting benefits or loads, and should ensure this does not occur.

The other use of Module D is to assess design for dismantling or recycling building alternatives.

Back to 7 Aspects concerning Module D