European_Model_EPD_Modified_mineral_mortar_group_3.pdf
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<h1>European_Model_EPD_Modified_mineral_mortar_group_3.pdf</h1> <p>ENVIRONMENTAL PRODUCT DECLARATION <br />as per ISO 14025 and EN 15804+A2 <br />Owner of the Declaration</p> <p>FEICA, EFCC, IVK, DBC</p> <p>Programme holder</p> <p>Institut Bauen und Umwelt e.V. (IBU)</p> <p>Publisher</p> <p>Institut Bauen und Umwelt e.V. (IBU)</p> <p>Declaration number</p> <p>EPD-DBC-20220219-IBF1-EN</p> <p>Issue date</p> <p>26.09.2022</p> <p>Valid to</p> <p>25.09.2027</p> <p>Modified mineral mortars, group 3</p> <p>FEICA - Association of the European Adhesive and Sealant Industry <br />EFCC - European Federation for Construction Chemicals <br />IVK - Industrieverband Klebstoffe e.V. <br />DBC - Deutsche Bauchemie e.V.</p> <p>www.ibu-epd.com | https://epd-online.com</p> <p>Umwelt Produktdeklaration Name des Herstellers – Name des Produkts</p> <p>1. General Information <br />DBC - Deutsche Bauchemie e.V. <br />EFCC - European Federation for <br />Construction Chemicals <br />FEICA - Association of the European <br />Adhesive and Sealant Industry <br />IVK - Industrieverband Klebstoffe e.V.</p> <p>Modified mineral mortars, group 3</p> <p>Programme holder <br />IBU – Institut Bauen und Umwelt e.V. <br />Hegelplatz 1 <br />10117 Berlin <br />Germany</p> <p>Owner of the declaration <br />DBC, Mainzer Landstr. 55, D-60329 Frankfurt a.M. <br />EFCC, 172 Boulevard du Triomphe, B-1160 Brussels <br />FEICA, Rue Belliard 40, B-1040 Brussels <br />IVK, Völklingerstr. 4, D-40219 Düsseldorf</p> <p>Declaration number <br />EPD-DBC-20220219-IBF1-EN</p> <p>Declared product / declared unit <br />1 kg of modified mineral mortar with a density 800 1,700 kg/m³</p> <p>This declaration is based on the product <br />category rules: <br />Mineral factory-made mortar, 11.2017 <br />(PCR checked and approved by the SVR)</p> <p>Scope:</p> <p>Issue date <br />26.09.2022 <br />Valid to <br />25.09.2027</p> <p>This verified EPD entitles the holder to bear the <br />symbol of the Institut Bauen und Umwelt e.V. It <br />exclusively applies to products produced in Europe and <br />for a period of five years from the date of issue. This <br />EPD may be used by members of FEICA, EFCC, DBC <br />and IVK and their members provided it has been <br />proven that the respective product can be represented <br />by this EPD. For this purpose, a guideline is available <br />at the secretariats of the four associations. The <br />members of the associations are listed on their <br />respective websites. <br />The owner of the declaration shall be liable for the <br />underlying information and evidence; the IBU shall not <br />be liable with respect to manufacturer information, life <br />cycle assessment data and evidences. <br />The EPD was created according to the specifications <br />of EN 15804+A2. In the following, the standard will be <br />simplified as EN 15804. <br />Verification</p> <p>Dipl. Ing. Hans Peters <br />(chairman of Institut Bauen und Umwelt e.V.)</p> <p>Dr. Alexander Röder <br />(Managing Director Institut Bauen und Umwelt e.V.))</p> <p>The standard EN 15804 serves as the core PCR <br />Independent verification of the declaration and data <br />according to ISO 14025:2011 <br />internally <br />x externally</p> <p>Matthias Schulz <br />(Independent verifier)</p> <p>2. Product <br />2.1 <br />Product description/Product definition <br />Modified mineral mortars are combinations of one or <br />more inorganic binders, fillers, aqueous dispersions or <br />dispersion powders, water and if necessary additives. <br />They comply with manifold, often specific, functions in <br />the construction, furnishing and refurbishment of <br />buildings. The product displaying the highest <br />environmental impacts was used as a representative <br />product for calculating the Life Cycle Assessment <br />results (worst-case approach).</p> <p>2</p> <p>For the placing on the market in the European <br />Union/European Free Trade Association (EU/EFTA) <br />with the exception of Switzerland) products falling <br />under the Regulation (EU) No 305/2011 (CPR) need a <br />Declaration of Performance taking into consideration <br />either the relevant harmonised European standard or <br />the European Technical Assessment and the CE <br />marking. For the application and use of the products <br />the respective national provisions apply.</p> <p>Environmental Product Declaration DBC, EFCC, FEICA, IVK – Modified mineral mortar, group 3</p> <p>2.2 <br />Application <br />Modified mineral mortars are used for the following <br />applications: <br />Module 1: Modified mineral mortars as repair <br />mortar for the protection and repair of concrete <br />structures <br />1.1 Products used to restore and/or replace defective <br />concrete <br />1.2 Products to protect reinforcement, necessary to <br />extend the service life of a concrete structure exhibiting <br />deterioration <br />Module 2: Adhesives based on modified mineral <br />mortars <br />2.1 Products for bonding ceramic tiles as well as <br />natural stone for internal and external installations on <br />walls, floors and ceilings <br />2.2 Products for bonding thermal insulation composite <br />panels <br />Module 3: Modified mineral mortars as joint fillers <br />Products for joint filling of wall and floor coverings <br />made of ceramic tiles as well as natural stone for <br />indoor and outdoor applications <br />Module 4: Modified mineral mortars as screed, <br />floor levelling compounds, fillers, flowing screed <br />Products for screed/synthetic resin screed for use in <br />floor constructions <br />Module 5: Modified mineral mortars as levelling <br />compounds for walls and ceilings <br />Products for levelling and repairing rough, uneven <br />walls, for repairing grit spots, closing blowholes and <br />modelling broken corners and edges <br />Module 6: Modified mineral mortars as grouts <br />Products for grouting on holes, recesses, concrete <br />precast columns, foundations and for anchoring <br />machine components indoors and outdoors <br />Module 7: Modified mineral mortars for liquid <br />applied products for waterproofing of buildings <br />Products for providing cement-based waterproofing <br />surfaces in structural and civil engineering. For use in <br />new and old buildings as well as beneath tiles <br />7.1 Liquid-applied water impermeable products for use <br />beneath ceramic tiling <br />7.2 Products for waterproofing with mineral <br />waterproofing slurries or flexible polymer modified thick <br />coatings <br />7.3 Products for water proofing in conjunction with <br />ceramic tiles <br />7.4 Products for waterproofing with flexible polymer <br />modified mineral thick coatings <br />Module 8: Modified mineral mortars for <br />waterproofing floors and/or walls inside buildings <br />Products for watertight covering in wet rooms inside <br />buildings <br />2.3 <br />Technical Data <br />The density of the products is between 0,80 and 1,70 <br />g/cm³, other relevant technical data can be found in the <br />manufacturer’s technical documentation. <br />Construction products with Declaration of Performance <br />in accordance with CPR and the manufacturer's <br />technical documentation:</p> <p>3</p> <p>Module 1: Modified mineral mortars as repair <br />mortar for the protection and repair of concrete <br />structures <br />1.1 Products used to restore and/or replace defective <br />concrete <br />The requirements on essential characteristics for all <br />intended uses in accordance with EN 15043, Tables 1 <br />and 3, must be maintained. These are: <br />- Compressive strength (EN 12190) <br />- Chloride ion content (EN 101517) <br />- Adhesive strength by pull-off test (EN 1542) <br />1.2 Products to protect reinforcement <br />The requirements on essential characteristics for all <br />intended uses in accordance with EN 15047, Table 1, <br />must be maintained. This is <br />- Corrosion protection (EN 15183) <br />Further essential characteristics in accordance with the <br />manufacturer's technical documentation/declaration of <br />performance <br />Module 2: Adhesives based on modified mineral <br />mortars <br />2.1 Products for bonding ceramic tiles as well as <br />natural stone for internal and external installations on <br />walls, floors and ceilings <br />The requirements on essential characteristics <br />according to EN 12004, Table 1, must be maintained. <br />These are: <br />- Tensile adhesion strength after dry storage (EN <br />120042) <br />- Tensile adhesion strength after water immersion (EN <br />120042) <br />- Tensile adhesion strength after heat ageing (EN <br />120042) <br />- Tensile adhesion strength after freeze/thaw cycles <br />(EN 120042) <br />- Open time: Tensile strength (EN 120042) <br />Further essential characteristics in accordance with the <br />manufacturer's technical documentation/declaration of <br />performance <br />2.2 The minimum requirement of EAD 040083000404 <br />External Thermal Insulation Composite Systems with <br />Rendering must be maintained. The essential <br />characteristics are to be specified in accordance with <br />the European technical assessment (ETA, <br />specification no.). Further essential characteristics in <br />accordance with the manufacturer's technical <br />documentation/declaration of performance <br />Module 3: Modified mineral mortars as joint fillers <br />The minimum requirements of EN 13888 must be <br />maintained. <br />Module 4: Modified mineral mortars as screed, <br />floor levelling compounds, fillers, flowing screed <br />The requirements on essential characteristics <br />according to EN 13813 ‘Screed material and floor <br />screeds – Screed materials – Properties and <br />requirements’ must be maintained. For synthetic resin <br />screeds, these are: <br />- Bond strength (EN 138928) <br />- Reaction to fire (EN 135011) <br />Further essential characteristics in accordance with the <br />manufacturer's technical documentation/declaration of <br />performance <br />Module 5: Modified mineral mortars as levelling <br />compounds for walls and ceilings <br />Module 5.1: The minimum requirements of EN 9981 <br />apply. These are: - Reaction to fire (EN 135011) -</p> <p>Environmental Product Declaration DBC, EFCC, FEICA, IVK – Modified mineral mortar, group 3</p> <p>Compressive strength - Dry bulk density - Capillary <br />water absorption - Water vapour permeability <br />Further essential characteristics in accordance with the <br />manufacturer's technical documentation/declaration of <br />performance <br />Module 5.2: The minimum requirements of EN 13279 <br />apply. Further essential characteristics in accordance <br />with the manufacturer's technical <br />documentation/declaration of performance <br />Module 6: Modified mineral mortars as grouts <br />The requirements of DAfStb Guideline on 'Production <br />and use of cement-bound flow concrete and grouting <br />mortar' (VeBMR) must be maintained. <br />The requirements according to MVV TB No. C 2.1.4.5 <br />for "Ü-mark" must be maintained. <br />Module 7: Modified mineral mortars for liquid <br />applied products for waterproofing of buildings <br />7.1 <br />The requirements according to EN 14891 , table 1, <br />must be maintained. These are: <br />- initial tensile adhesion strength EN 14891 <br />- Tensile adhesion strength after water contact EN <br />14891 <br />- Waterproofing EN 14891 <br />- Crack bridging ability EN 14891 <br />7.2 <br />The minimum requirements of the 'Testing principles <br />for granting general building authority approved test <br />certificates for waterproofing with mineral <br />waterproofing slurries and flexible polymer modified <br />thick coatings' (PG MDS/FPD) must be maintained. <br />The characteristics for the proof of usability are to be <br />specified in accordance with the test principles for <br />granting general building authority test certificates for <br />waterproofing with mineral waterproofing slurries and <br />flexible polymer thick coatings. <br />7.3 <br />The minimum requirements of the 'testing principles for <br />granting general building authority approved test <br />certificates for waterproofing in conjunction with <br />ceramic tiles' (PG AIV) must be considered. <br />7.4 <br />The minimum requirement of EAD 03029500 <br />0605 must be maintained. The essential characteristics <br />are to be specified in accordance with the European <br />technical assessment (ETA, specification no.). <br />Module 8: Modified mineral mortars for <br />waterproofing floors and/or walls inside buildings <br />The minimum requirement of EAD 03035200 <br />0503 must be maintained. The essential characteristics <br />are to be specified in accordance with the European <br />technical assessment (ETA, specification no.).</p> <p>Constructional data <br />Name</p> <p>Compressive strength <br />Adhesive shear strength <br />Water absorption <br />Water vapor diffusion equivalent air <br />layer thickness <br />Thermal conductivity <br />Tensile bond strength <br />Flexural strength <br />Sound absorption coefficient (if <br />relevant) <br />4</p> <p>Value</p> <p>Unit</p> <p>-</p> <p>N/mm2 <br />N/mm2 <br />mg</p> <p>-</p> <p>m</p> <p>-</p> <p>W/(mK) <br />N/mm2 <br />N/mm2</p> <p>-</p> <p>%</p> <p>2.4 <br />Delivery status <br />Modified mineral mortars are generally manufactured <br />and supplied as factory-made dry mortars. Factorymade dry mortar is a finished mixture of base materials <br />which merely requires the addition of water and/or a <br />polymer dispersion on the building site. The products <br />can be supplied in 1-5 kg bags, 15-25 kg sacks, big <br />bags (1 t), minitainers (1.2 t) or as silo goods (5-15 t). <br />Paper sacks with polyethylene lining were modelled as <br />packaging (worst-case approach). <br />2.5 <br />Base materials/Ancillary materials <br />Typically, the products covered by this EPD contain <br />the following range of base materials and auxiliaries <br />(% by mass): <br />Inorganic binder: ~ 2 - 98 <br />Filler materials: ~ 0 - 90 <br />Additives: ~ 0 - 10 <br />Aqueous dispersion and/or dispersion powder: ~ 0 - 35 <br />These ranges are average values and the composition <br />of products complying with the EPD can deviate from <br />these concentration levels in individual cases. More <br />detailed information is available in the respective <br />manufacturer's documentation (e.g. product data <br />sheets). <br />Note: For companies to declare their products within <br />the scope of this EPD it is not sufficient to simply <br />comply with the product composition shown above. <br />The application of this EPD is only possible for <br />member companies of DBC, EFCC, FEICA, and IVK <br />member associations and only for specific formulations <br />with a total score below the declared maximum score <br />for a product group according to the associated <br />guidance document. <br />1. substances from the “Candidate List of <br />Substances of Very High Concern for <br />Authorisation” (SVHC) <br />If this product contains substances listed in the <br />candidate list (latest version) exceeding 0.1 <br />percentage by mass, the relevant information can be <br />found in the safety data sheet of the relevant product <br />covered by this model EPD. <br />2. CMR substances in categories 1A and 1B <br />If this product contains other carcinogenic, mutagenic, <br />reprotoxic (CMR) substances in categories 1A or 1B <br />which are not on the candidate list, exceeding 0.1 <br />percentage by mass, the relevant information can be <br />found in the safety data sheet of the relevant product <br />covered by this model EPD. <br />3. Biocide products added to the construction <br />product <br />If this construction product contains biocide products, <br />the active substances, information on the <br />concentration and/or concentration range, the product <br />type together with information on their hazardous <br />properties are listed in the safety data sheet of the <br />respective product. <br />2.6 <br />Manufacture <br />The raw materials are stored in silos, big bags or sacks <br />in the manufacturing plant and fed gravimetrically in <br />accordance with the respective formula and mixed <br />intensively. The mix is then packaged.</p> <p>Environmental Product Declaration DBC, EFCC, FEICA, IVK – Modified mineral mortar, group 3</p> <p>2.7</p> <p>Environment and health during <br />manufacturing <br />The state of the art involves maximum recirculation of <br />dry waste into production. Wherever dust is incurred <br />during production in the plant, it is directed to a filter <br />system considering the limit values applicable for the <br />workplace and using the corresponding extraction <br />plants. Sack discharge stations connected to the <br />extraction plant offer employees additional protection <br />from dust. Most of the dust collected in the filter system <br />and any residue incurred during production is returned <br />to the manufacturing process. <br />Powder residues: Residual product is returned to the <br />production process wherever possible. <br />Air: Process air is dedusted autonomously, whereby <br />the values are far below legal requirements. <br />Water: The production process does not involve water. <br />Very low volumes of water are required for laboratory <br />tests and for sanitary facilities. <br />Noise: Noise level measurements have indicated that <br />all values established within the production facility fall <br />below the hearing protection limit of 85dB(A). <br />Waste: The main types of waste are powder waste, <br />paper (paper bags) and foil. Low volumes of metal <br />scrap (metal containers), waste oil (maintenance), <br />wood (pallets) and commercial waste are incurred. All <br />waste is separated, stored and redirected to the <br />recycling circuit or disposed of. <br />2.8 <br />Product processing/Installation <br />Modified mineral mortars can be processed both <br />automatically and manually. The mortars are either <br />automatically removed from a silo using a dry conveyor <br />or manually taken from the container, mixed with water <br />and installed. The professional liability association's <br />rules apply as well as the respective safety data sheets <br />pertaining to the construction products. On account of <br />the various hydrate levels of cement, lime and calcium <br />sulphate binding agents in the mineral mortar, the <br />fresh mortar mixed with water is usually strongly <br />alkaline. In the case of more extensive contact, this <br />alkaline state can cause serious damage to eyes and <br />skin. Therefore, any contact with eyes or skin must be <br />avoided by taking personal protective measures, and <br />the information outlined on the safety data sheet must <br />be observed. Uncontrolled dust emissions should be <br />avoided. Modified mineral mortars may not be <br />discharged into the sewage system, surface water or <br />groundwater. Waste incurred on the building site <br />(packaging, pallets, residual mortar) must be collected <br />separately. Suitable waste disposal companies <br />dispose of packaging materials and mortar sacks and <br />return them to the recycling circuit. Dry mortar residue <br />is taken back by the manufacturing plants and used as <br />a raw material. No dry mortar residue in mortar sacks <br />is incurred. Hard mortar residue can be recycled or <br />disposed of as building site rubble. <br />2.9 <br />Packaging <br />A detailed description of packaging is provided in <br />section 2.4. Empty, trickle-free paper containers and <br />clean PE foils can be recycled. <br />2.10 Condition of use <br />A modified mineral mortar does not rot and is <br />resistant to ageing when used in accordance with the <br />designated purpose of the respective products. It is a <br />durable product which, when used as adhesive, <br />5</p> <p>screed, waterproofing material or repair product, <br />makes an essential contribution towards improving <br />building function and value. <br />2.11 Environment and health during use <br />Owing to the stable crystalline bond and firm structure <br />achieved after curing, emissions are extremely low and <br />harmless to health when the respective products are <br />used in accordance with the designated purpose. No <br />risks are known for water, air and soil if the products <br />are used as designated. Natural ionising radiation from <br />mineral mortar is extremely low and negligible in terms <br />of health hazards. Options for applications in indoor <br />areas with permanent stays by people: Evidence of the <br />emission performance of construction products in <br />contact with indoor air and depending on the <br />designated use must be submitted for applications in <br />indoor areas with permanent stays by people, e.g. in <br />accordance with the German AgBB test scheme or the <br />GEV (Gemeinschaft Emissionskontrollierte <br />Verlegewerkstoffe, Klebstoffe und Bauprodukte e.V., <br />Düsseldorf) EMICODE® marking system typically <br />applied in Germany. <br />2.12 Reference service life <br />Modified mineral mortars decisively improve the <br />usability of building structures and significantly extend <br />their original service lives. The anticipated reference <br />service life depends on the specific installation <br />situation and the exposure associated with the product. <br />It can be influenced by weathering as well as <br />mechanical or chemical loads. <br />2.13</p> <p>Extraordinary effects</p> <p>Fire <br />In accordance with Commission Decision 94/611EC, <br />modified mineral binding agents comprising finely <br />distributed organic components must always be <br />classified in reaction-to-fire class A1 ‘No contribution to <br />fire’ in accordance with EN 135011. <br />Where higher percentages of organic components are <br />involved, it can also be assumed that at least the <br />requirements of EN 135011 are maintained for fire <br />class E and Efl. <br />Fire protection <br />Name</p> <p>Building material class <br />Burning droplets <br />Smoke gas development</p> <p>Value</p> <p>-</p> <p>Water <br />No relevant volumes of water-soluble substances <br />hazardous to water are washed out when hardened <br />modified mineral mortars are exposed to water (e.g. <br />flooding). Modified mineral mortar is stable in terms of <br />structure and is not subject to any changes in form <br />when exposed to water and drying. If non-hardened <br />modified mineral mortars are exposed to water an <br />increase of the pH will take place. <br />Mechanical destruction <br />The mechanical destruction of modified mineral <br />mortars does not lead to any decomposition products <br />which are harmful to the environment or health. Dust <br />incurred during de-construction should be avoided by</p> <p>Environmental Product Declaration DBC, EFCC, FEICA, IVK – Modified mineral mortar, group 3</p> <p>taking the appropriate measures (e.g. humidification). <br />2.14 Re-use phase <br />Components manufactured using modified mineral <br />mortars can usually be easily demolished. When a <br />building is removed, the materials do not need to be <br />treated as special waste; care should, however, be <br />taken to ensure unmixed residual materials wherever <br />possible. Modified mineral mortars can usually be <br />redirected to normal building material recycling circuits. <br />Re-use is generally in the form of recycled aggregate <br />in building construction and civil engineering. No <br />practical experience is currently available for reusing <br />components comprising cementitious-based products <br />after decommissioning. <br />2.15 Disposal <br />The portion of a modified mineral mortar applied to <br />another construction product is rather low. These low</p> <p>amounts do not play a role when the construction <br />product is disposed of. They do not interfere with the <br />disposal/recycling of other components/building <br />materials. <br />The following waste codes according to the European <br />List of Waste (2000/532/EC) can apply: <br />Mineral mortar: EWC 17 01 01 and EWC 10 13 14 <br />Mineral filler and levelling compound: EWC 17 01 07 <br />Calcium sulphate-based filler and levelling compound: <br />EWC 17 08 02 <br />2.16 Further information <br />More information is available on the manufacturer's <br />product or safety data sheets and is available on the <br />manufacturer's websites or on request. Valuable <br />technical information is also available on the <br />associations' websites.</p> <p>3. LCA: Calculation rules <br />3.1 <br />Declared Unit <br />This EPD refers to the declared unit of 1 kg of modified <br />mineral mortar, group 3; applied into the building with a <br />density of 800 - 1,700 kg/m³ in accordance with <br />the IBU PCR part B for Mineral Factory-Made Mortars. <br />The results of the Life Cycle Assessment provided in <br />this declaration have been selected from the product <br />with the highest environmental impact (worst-case <br />scenario). <br />Depending on the application, a corresponding <br />conversion factor such as the density to convert <br />volumetric use to mass must be taken into <br />consideration. <br />The Declaration type is according to EN 15804: Cradle <br />to gate with options, modules C1–C4, and module D <br />(A1–A3, C, D) and additional modules (A4-A5). <br />Declared unit <br />Name</p> <p>Value</p> <p>Unit</p> <p>Declared unit</p> <p>1 <br />800 1700</p> <p>kg</p> <p>Gross density</p> <p>kg/m3</p> <p>3.2 <br />System boundary <br />Modules A1, A2 and A3 are taken into consideration in <br />the LCA: <br />- A1 Production of preliminary products <br />- A2 Transport to the plant <br />- A3 Production incl. provision of energy, production of <br />packaging as well as auxiliaries and consumables and <br />waste treatment <br />- A4 Transport to site <br />- A5 Installation, product applied into the building <br />during A5 phase operations and packaging disposal. <br />The end of life for the packaging material considered is <br />described below: <br />-Incineration, for materials like plastic, wood and <br />paper. <br />-C1-C2-C4-D <br />The building deconstruction (demolition process) takes <br />place in the C1 module which considers energy <br />generation and consumption of diesel and all the <br />emissions connected with the fuel-burning process to <br />run the machines. After the demolition, the product is <br />6</p> <p>transported to the end-of-life processing (C2 module) <br />where all the impacts related to the transport <br />processes are considered. For precautionary principle <br />and as a worst-case scenario, landfilling is the only <br />end-of-life scenario considered. This is modelled by <br />the landfill process (module C4) where the product <br />ends its life cycle. <br />Module D accounts for potential benefits that are <br />beyond the defined system boundaries. Credits are <br />generated during the incineration of packaging material <br />that is occurring in the A5 module. <br />3.3 <br />Estimates and assumptions <br />For this EPD formulation and production data defined <br />and collected by FEICA were considered. Production <br />waste was assumed to be disposed of by landfilling as <br />a worst-case. <br />An average of paper sacks with polyethylene lining and <br />wooden pallets was considered in the LCA. <br />3.4 <br />Cut-off criteria <br />All raw materials submitted for the formulations and <br />production data were taken into consideration. <br />The manufacture of machinery, plant and other <br />infrastructure required for the production of the <br />products under review was not taken into consideration <br />in the LCA. <br />Transport of packaging materials is excluded. <br />3.5 <br />Background data <br />Data from the GaBi 10 database SP40 (2020) was <br />used as background data. <br />3.6 <br />Data quality <br />Representative products were applied for this EPD and <br />the product in the group displaying the highest <br />environmental impact was selected for calculating the <br />LCA results. The background datasets used are less <br />than 4 years old. <br />Production data and packaging are based on details <br />provided by the manufacturer. The formulation used for <br />evaluation refers to a specific product. <br />The data quality of the background data is considered <br />to be good. <br />3.7 <br />Period under review <br />Representative formulations are valid for 2021.</p> <p>Environmental Product Declaration DBC, EFCC, FEICA, IVK – Modified mineral mortar, group 3</p> <p>3.8 <br />Allocation <br />Mass allocation has been applied when primary data <br />have been used and implemented into the LCA model.</p> <p>were created according to EN 15804 and the building <br />context, respectively the product-specific <br />characteristics of performance, are taken into account. <br />The GaBi 10 database SP40 (2020) was used.</p> <p>3.9 <br />Comparability <br />Basically, a comparison or an evaluation of EPD data <br />is only possible if all the data sets to be compared</p> <p>4. LCA: Scenarios and additional technical information <br />Characteristic product properties <br />Information on biogenic carbon <br />The packaging material contains biogenic carbon <br />content which is presented below. <br />Information on describing the biogenic Carbon <br />Content at factury gate <br />Name</p> <p>Value</p> <p>Unit</p> <p>Biogenic Carbon Content in product <br />kg C <br />Biogenic Carbon Content in <br />0.0194 kg C <br />accompanying packaging <br />For the preparation of building life cycle assessments, <br />it must be taken into account that in module A5 <br />(installation in the building) the biogenic amount of CO2 <br />(0.0194 kg C *3.67 = 0.071 kg CO2-eq.) of the <br />packaging bound in module A1-A3 is mathematically <br />booked out.</p> <p>Transport to the building site (A4) <br />Name</p> <p>Value</p> <p>Unit</p> <p>Transport distance <br />Gross weight <br />Payload capacity</p> <p>1000 <br />34 - 40 <br />27</p> <p>km <br />t <br />t</p> <p>Value</p> <p>Unit</p> <p>Installation into the building (A5) <br />Name</p> <p>Material loss <br />0.01 <br />kg <br />Other resources for packaging material 0.055 <br />kg <br />Water consumption <br />0.0003 <br />m3 <br />Material loss considers the amount of product not used <br />during the application phase into the building. This <br />amount is 1 % of the product, impacts related to the <br />production of this part are acounted to the A5 module. <br />This percentage is considered as waste to disposal <br />and impacts of its end of life have been considered into <br />the LCA model and declared in A5. <br />End of life (C1-C4) <br />Name</p> <p>Value</p> <p>Unit</p> <p>Collected as mixed construction waste 1.128 <br />kg <br />Landfilling <br />1.128 <br />kg <br />The value above 1 kg is due to the use of water during <br />the installation phase where 50 % of water evaporate <br />while 50 % remain in the product.</p> <p>7</p> <p>Environmental Product Declaration DBC, EFCC, FEICA, IVK – Modified mineral mortar, group 3</p> <p>5. LCA: Results</p> <p>DESCRIPTION OF THE SYSTEM BOUNDARY (X = INCLUDED IN LCA; ND = MODULE OR INDICATOR NOT <br />DECLARED; MNR = MODULE NOT RELEVANT) <br />END OF LIFE STAGE</p> <p>Manufacturing</p> <p>Transport from the <br />gate to the site</p> <p>Assembly</p> <p>Repair</p> <p>Replacement</p> <p>Refurbishment</p> <p>Operational water <br />use</p> <p>De-construction <br />demolition</p> <p>Transport</p> <p>Waste processing</p> <p>Disposal</p> <p>ReuseRecoveryRecyclingpotential</p> <p>A1</p> <p>A2</p> <p>A3</p> <p>A4</p> <p>A5</p> <p>B1</p> <p>B2</p> <p>B3</p> <p>B4</p> <p>B5</p> <p>B6</p> <p>B7</p> <p>C1</p> <p>C2</p> <p>C3</p> <p>C4</p> <p>D</p> <p>X</p> <p>X</p> <p>X</p> <p>X</p> <p>X</p> <p>ND</p> <p>ND</p> <p>MNR MNR MNR</p> <p>ND</p> <p>ND</p> <p>X</p> <p>X</p> <p>ND</p> <p>X</p> <p>X</p> <p>Use</p> <p>Maintenance</p> <p>Transport</p> <p>Operational energy <br />use</p> <p>USE STAGE</p> <p>BENEFITS AND <br />LOADS <br />BEYOND THE <br />SYSTEM <br />BOUNDARIES</p> <p>Raw material <br />supply</p> <p>PRODUCT STAGE</p> <p>CONSTRUCTI <br />ON PROCESS <br />STAGE</p> <p>RESULTS OF THE LCA - ENVIRONMENTAL IMPACT according to EN 15804+A2: 1 kg of modified mineral <br />mortar, group 3 <br />Core Indicator</p> <p>Unit</p> <p>A1-A3</p> <p>A4</p> <p>A5</p> <p>C1</p> <p>C2</p> <p>C4</p> <p>D</p> <p>GWP-total <br />[kg CO2-Eq.] <br />1.62E+0 <br />5.06E-2 <br />1.16E-1 <br />3.14E-4 <br />1.40E-2 <br />1.72E-2 <br />-3.50E-2 <br />GWP-fossil <br />[kg CO2-Eq.] <br />1.68E+0 <br />5.00E-2 <br />2.48E-2 <br />3.00E-4 <br />1.33E-2 <br />1.71E-2 <br />-3.49E-2 <br />GWP-biogenic <br />[kg CO2-Eq.] <br />-6.25E-2 <br />1.46E-4 <br />9.11E-2 <br />1.39E-5 <br />6.12E-4 <br />5.41E-5 <br />-8.21E-5 <br />GWP-luluc <br />[kg CO2-Eq.] <br />1.32E-3 <br />4.05E-4 <br />1.47E-5 <br />7.21E-9 <br />3.15E-7 <br />4.92E-5 <br />-2.45E-5 <br />ODP <br />[kg CFC11-Eq.] <br />1.31E-10 <br />6.01E-18 <br />1.31E-12 <br />3.20E-20 <br />1.40E-18 <br />6.34E-17 <br />-3.66E-16 <br />AP <br />[mol H+-Eq.] <br />4.83E-3 <br />1.50E-4 <br />6.53E-5 <br />4.06E-6 <br />4.21E-5 <br />1.23E-4 <br />-4.90E-5 <br />EP-freshwater <br />[kg P-Eq.] <br />2.48E-6 <br />1.52E-7 <br />3.05E-8 <br />6.49E-11 <br />2.83E-9 <br />2.94E-8 <br />-4.52E-8 <br />EP-marine <br />[kg N-Eq.] <br />9.91E-4 <br />6.68E-5 <br />1.54E-5 <br />1.84E-6 <br />1.93E-5 <br />3.16E-5 <br />-1.27E-5 <br />EP-terrestrial <br />[mol N-Eq.] <br />1.08E-2 <br />7.48E-4 <br />1.85E-4 <br />2.02E-5 <br />2.13E-4 <br />3.47E-4 <br />-1.36E-4 <br />POCP <br />[kg NMVOC-Eq.] <br />4.60E-3 <br />1.32E-4 <br />6.09E-5 <br />5.54E-6 <br />3.82E-5 <br />9.56E-5 <br />-3.64E-5 <br />ADPE <br />[kg Sb-Eq.] <br />1.78E-7 <br />3.59E-9 <br />2.00E-9 <br />9.09E-12 <br />3.97E-10 <br />1.54E-9 <br />-5.74E-9 <br />ADPF <br />[MJ] <br />3.57E+1 <br />6.66E-1 <br />3.82E-1 <br />4.30E-3 <br />1.88E-1 <br />2.24E-1 <br />-5.92E-1 <br />[m³ world-Eq <br />WDP <br />1.54E-1 <br />4.47E-4 <br />2.49E-2 <br />5.94E-7 <br />2.59E-5 <br />1.79E-3 <br />-3.63E-3 <br />deprived] <br />GWP = Global warming potential; ODP = Depletion potential of the stratospheric ozone layer; AP = Acidification potential of land and water; EP = <br />Caption Eutrophication potential; POCP = Formation potential of tropospheric ozone photochemical oxidants; ADPE = Abiotic depletion potential for nonfossil resources; ADPF = Abiotic depletion potential for fossil resources; WDP = Water (user) deprivation potential</p> <p>RESULTS OF THE LCA - INDICATORS TO DESCRIBE RESOURCE USE according to EN 15804+A2: 1 kg of <br />modified mineral mortar, group 3 <br />Indicator</p> <p>Unit</p> <p>A1-A3</p> <p>A4</p> <p>A5</p> <p>C1</p> <p>C2</p> <p>C4</p> <p>D</p> <p>PERE <br />PERM <br />PERT <br />PENRE <br />PENRM <br />PENRT <br />SM <br />RSF <br />NRSF <br />FW</p> <p>[MJ] <br />2.26E+0 <br />3.74E-2 <br />7.55E-1 <br />1.35E-5 <br />5.92E-4 <br />2.94E-2 <br />-1.30E-1 <br />[MJ] <br />7.21E-1 <br />0.00E+0 <br />-7.21E-1 <br />0.00E+0 <br />0.00E+0 <br />0.00E+0 <br />0.00E+0 <br />[MJ] <br />2.98E+0 <br />3.74E-2 <br />3.42E-2 <br />1.35E-5 <br />5.92E-4 <br />2.94E-2 <br />-1.30E-1 <br />[MJ] <br />3.14E+1 <br />6.67E-1 <br />4.27E-1 <br />4.30E-3 <br />1.88E-1 <br />2.25E-1 <br />-5.92E-1 <br />[MJ] <br />4.29E+0 <br />0.00E+0 <br />-8.66E-2 <br />0.00E+0 <br />0.00E+0 <br />0.00E+0 <br />0.00E+0 <br />[MJ] <br />3.57E+1 <br />6.67E-1 <br />3.40E-1 <br />4.30E-3 <br />1.88E-1 <br />2.25E-1 <br />-5.92E-1 <br />[kg] <br />0.00E+0 <br />0.00E+0 <br />0.00E+0 <br />0.00E+0 <br />0.00E+0 <br />0.00E+0 <br />0.00E+0 <br />[MJ] <br />0.00E+0 <br />0.00E+0 <br />0.00E+0 <br />0.00E+0 <br />0.00E+0 <br />0.00E+0 <br />0.00E+0 <br />[MJ] <br />0.00E+0 <br />0.00E+0 <br />0.00E+0 <br />0.00E+0 <br />0.00E+0 <br />0.00E+0 <br />0.00E+0 <br />[m³] <br />8.75E-3 <br />4.33E-5 <br />6.34E-4 <br />2.43E-8 <br />1.06E-6 <br />5.66E-5 <br />-1.50E-4 <br />PERE = Use of renewable primary energy excluding renewable primary energy resources used as raw materials; PERM = Use of <br />renewable primary energy resources used as raw materials; PERT = Total use of renewable primary energy resources; PENRE = Use of <br />non-renewable primary energy excluding non-renewable primary energy resources used as raw materials; PENRM = Use of nonCaption <br />renewable primary energy resources used as raw materials; PENRT = Total use of non-renewable primary energy resources; SM = Use <br />of secondary material; RSF = Use of renewable secondary fuels; NRSF = Use of non-renewable secondary fuels; FW = Use of net fresh <br />water</p> <p>RESULTS OF THE LCA – WASTE CATEGORIES AND OUTPUT FLOWS according to EN 15804+A2: <br />1 kg of modified mineral mortar, group 3 <br />Indicator</p> <p>Unit</p> <p>A1-A3</p> <p>A4</p> <p>A5</p> <p>C1</p> <p>C2</p> <p>C4</p> <p>D</p> <p>HWD <br />NHWD <br />RWD <br />CRU <br />MFR <br />MER <br />EEE <br />EET</p> <p>[kg] <br />1.42E-5 <br />3.10E-8 <br />1.43E-7 <br />4.17E-13 <br />1.82E-11 <br />3.42E-9 <br />-2.36E-10 <br />[kg] <br />1.22E-1 <br />1.02E-4 <br />1.53E-2 <br />4.40E-7 <br />1.92E-5 <br />1.13E+0 <br />-2.74E-4 <br />[kg] <br />6.36E-4 <br />8.25E-7 <br />7.64E-6 <br />4.62E-9 <br />2.02E-7 <br />2.56E-6 <br />-4.43E-5 <br />[kg] <br />0.00E+0 <br />0.00E+0 <br />0.00E+0 <br />0.00E+0 <br />0.00E+0 <br />0.00E+0 <br />0.00E+0 <br />[kg] <br />0.00E+0 <br />0.00E+0 <br />0.00E+0 <br />0.00E+0 <br />0.00E+0 <br />0.00E+0 <br />0.00E+0 <br />[kg] <br />0.00E+0 <br />0.00E+0 <br />0.00E+0 <br />0.00E+0 <br />0.00E+0 <br />0.00E+0 <br />0.00E+0 <br />[MJ] <br />0.00E+0 <br />0.00E+0 <br />1.48E-1 <br />0.00E+0 <br />0.00E+0 <br />0.00E+0 <br />0.00E+0 <br />[MJ] <br />0.00E+0 <br />0.00E+0 <br />2.66E-1 <br />0.00E+0 <br />0.00E+0 <br />0.00E+0 <br />0.00E+0 <br />HWD = Hazardous waste disposed; NHWD = Non-hazardous waste disposed; RWD = Radioactive waste disposed; CRU = Components <br />Caption <br />for re-use; MFR = Materials for recycling; MER = Materials for energy recovery; EEE = Exported electrical energy; EET = Exported <br />thermal energy</p> <p>8</p> <p>Environmental Product Declaration DBC, EFCC, FEICA, IVK – Modified mineral mortar, group 3</p> <p>RESULTS OF THE LCA – additional impact categories according to EN 15804+A2-optional: <br />1 kg of modified mineral mortar, group 3 <br />Indicator</p> <p>Unit</p> <p>A1-A3</p> <p>A4</p> <p>A5</p> <p>C1</p> <p>C2</p> <p>C4</p> <p>D</p> <p>[Disease <br />PM <br />ND <br />ND <br />ND <br />ND <br />ND <br />ND <br />ND <br />Incidence] <br />[kBq U235IRP <br />ND <br />ND <br />ND <br />ND <br />ND <br />ND <br />ND <br />Eq.] <br />ETP-fw <br />[CTUe] <br />ND <br />ND <br />ND <br />ND <br />ND <br />ND <br />ND <br />HTP-c <br />[CTUh] <br />ND <br />ND <br />ND <br />ND <br />ND <br />ND <br />ND <br />HTP-nc <br />[CTUh] <br />ND <br />ND <br />ND <br />ND <br />ND <br />ND <br />ND <br />SQP <br />[-] <br />ND <br />ND <br />ND <br />ND <br />ND <br />ND <br />ND <br />PM = Potential incidence of disease due to PM emissions; IR = Potential Human exposure efficiency relative to U235; ETP-fw = Potential <br />Caption <br />comparative Toxic Unit for ecosystems; HTP-c = Potential comparative Toxic Unit for humans (cancerogenic); HTP-nc = Potential <br />comparative Toxic Unit for humans (not cancerogenic); SQP = Potential soil quality index</p> <p>Potential Human exposure efficiency relative to U235, Disclaimer 1 – This impact category deals mainly with the <br />eventual impact of low dose ionizing radiation on human health of the nuclear fuel cycle. It does not consider <br />effects due to possible nuclear accidents, occupational exposure or radioactive waste disposal in underground <br />facilities. Potential ionizing radiation from the soil, radon and (from) some construction materials is also not <br />measured by this indicator. <br />ADP minerals & metals, ADP fossil, WDP, ETF-fw, HTP-c, HTP-nc, SQP, Disclaimer 2 – The results of this <br />environmental impact indicator shall be used with care as the uncertainties on these results are high or as there is <br />limited experience with the indicator. <br />Additional environmental impact indicators (suggested by EN15804, table 4) are not declared in the EPD. The <br />results of this environmental impact indicator shall be used with care as the uncertainties on these results are high <br />and as there is limited experience with the indicator (see ILCD classification in EN 15804, table 5). For this <br />reason, results based on these indicators are not considered suitable for a decision-making process and are thus <br />not declared in the EPD.</p> <p>6. LCA: Interpretation <br />The majority of impacts are associated with the <br />production phase (A1-A3). The most significant <br />contribution to the production phase impacts is the <br />upstream production of raw materials as the main <br />driver. Besides the cement also the dispersion powder <br />influences the results significantly, although this is only <br />used for up to 35 % of the total composition. Significant <br />contributions to Primary Energy Demand – Nonrenewable (PENRT) derive from the energy resources <br />used in the production of raw materials. The largest <br />contributor to Primary Energy Demand – Renewable <br />(PERT) is the consumption of renewable energy <br />resources required for the generation and supply of <br />electricity. During manufacturing (A1-A3) some <br />influence also arises due to the wooden pallets and <br />paper used as packaging that need solar energy for <br />photosynthesis. It should be noted that Primary Energy <br />Demand – Renewable (PERT) generally represents a <br />small percentage of the production phase primary <br />energy demand with the bulk of the demand coming <br />from non-renewable energy resources.</p> <p>In all EPDs, CO2 is the most important contributor to <br />Global Warming Potential (GWP). For the Acidification <br />Potential (AP), NOx and SO2 contribute the largest <br />share. <br />Transportation to the construction site (A4) and the <br />installation process (A5) make a minor contribution to <br />almost all impacts. The only exception is a relevant <br />influence of carbon dioxide emissions in module A5 to <br />Global Warming Potential (GWP) due to the <br />incineration of the packaging materials plastic, paper <br />and pallets. <br />In module A4, transport to construction site, values for <br />Eutrophication (freshwater, marine and terrestrial) <br />have an impact due principally to the emission of <br />phosphate. Furthermore, climate change from land use <br />change is influenced by transport processes, due to <br />the diesel production used as fuel, because part of this <br />diesel has been produced from bio-based raw <br />materials. <br />The end-of-life phases have a negligible influence on <br />all impacts.</p> <p>7. Requisite evidence <br />Leaching <br />Special tests and evidence have not been carried out <br />or provided within the framework of drawing up this <br />Model EPD. Some member states require special <br />documentation on leaching for specific areas of <br />application. This documentation has to be provided <br />separately and is specific to the product in question.</p> <p>If of relevance for the application (usually if the <br />products are used outside of buildings) the leaching <br />behaviour has to be measured e.g. according to DIN <br />EN 12457/14 or DIN EN 14405 combined with the <br />Council decision 2003/33/EC.</p> <p>8. References <br />EN 998-1</p> <p>9</p> <p>EN 998-1:2016, Specification for mortar for masonry – <br />Part 1: Rendering and plastering mortar <br />Environmental Product Declaration DBC, EFCC, FEICA, IVK – Modified mineral mortar, group 3</p> <p>EN 1015-17 <br />EN 1015-17:2005-01, Methods of test for mortar for <br />masonry – Part 17: Determination of water-soluble <br />chloride content of fresh mortars <br />EN 1504-3 <br />EN 1504-3:2005-12, Products and systems for the <br />protection and repair of concrete structures – <br />Definitions, requirements, quality control and <br />evaluation of conformity – Part 3: Structural and nonstructural repair <br />EN 1504-7 <br />EN 1504-7:2006-08, Products and systems for the <br />protection and repair of concrete structures – <br />Definitions, requirements, quality control and <br />evaluation of conformity – Part 7: Reinforcement <br />corrosion protection <br />EN 1542 <br />EN 1542:1999-07, Products and systems for the <br />protection and repair of concrete structures – Test <br />methods – Measurement of bond strength by pull-off <br />EN 12004 <br />EN 12004:2012, Adhesives for tiles – Requirements, <br />evaluation of conformity, classification and designation <br />EN 12004-2 <br />EN 12004-2:2017, Adhesives for ceramic tiles - Part 2: <br />Test methods <br />EN 12190 <br />EN 12190:1998-12, Products and systems for the <br />protection and repair of concrete structures – Test <br />methods – Determination of compressive strength of <br />repair mortar <br />DIN EN 12457-1 <br />DIN EN 12457-1:2003-01, Characterization of waste Leaching; Compliance test for leaching of granular and <br />sludges - Part 1: One stage batch test at a liquid to <br />solid ration of 2 l/kg with particle size below 4 mm <br />(without or with size reduction) <br />DIN EN 12457-2 <br />DIN EN 12457-2:2003-01, Characterization of waste Leaching; Compliance test for leaching of granular and <br />sludges - Part 2: One stage batch test at a liquid to <br />solid ratio of 10 l/kg with particle size below 4 mm <br />(without or with size reduction) <br />DIN EN 12457-3 <br />DIN EN 12457-3:2021-03, Characterization of waste Leaching - Compliance test for leaching of granular <br />waste materials and sludges - Part 3: Two stage batch <br />test at a liquid to solid ratio of 2 l/kg and 8 l/kg for <br />materials with high solid content with particle size <br />below 4 mm (without or with size reduction) <br />DIN EN 12457-4 <br />DIN EN 12457-4:2003-01, Characterization of waste Leaching; Compliance test for leaching of granular <br />waste materials and sludges - Part 4: One stage batch <br />test at a liquid to solid ratio of 10 l/kg for materials with <br />particle size below 10 mm (without or with limited size <br />reduction)</p> <p>10</p> <p>EN 13279 <br />EN 13279-1:2008, Gypsum binders and gypsum <br />plasters – Part 1: Definitions and requirements <br />EN 13501-1 <br />EN 13501-1:2018, Fire classification of construction <br />products and building products – Part 1: Classification <br />using data from reaction to fire tests <br />EN 13813 <br />EN 13813:2002-10, Screed material and floor screeds <br />– Screed materials – Properties and requirements <br />EN 13888 <br />EN 13888:2009, Grout for tiles – Requirements, <br />evaluation of conformity, classification and designation <br />EN 13892-8 <br />EN 13892-8:2003-02, Methods of test for screed <br />materials – Part 8: Determination of bond strength <br />ISO 14025 <br />DIN EN ISO 14025:2011-10, Environmental labels and <br />declarations — Type III environmental declarations — <br />Principles and procedures <br />DIN EN 14405 <br />DIN EN 14405:2017-05, Characterization of waste Leaching behaviour test - Up-flow percolation test <br />(under specified conditions) <br />EN 14891 <br />EN 14891:2012-04, Liquid-applied water impermeable <br />products for use beneath ceramic tiling bonded with <br />adhesives – Requirements, test methods, evaluation of <br />conformity, classification and designation <br />EN 15183 <br />EN 15183:2006-11, Products and systems for the <br />protection and repair of concrete structures – Test <br />methods – Corrosion protection test <br />EN 15804 <br />EN 15804+A2+AC:2021, Sustainability of construction <br />works — Environmental Product Declarations — Core <br />rules for the product category of construction products <br />EAD 030295-00-0605 <br />EAD 030295-00-0605, Flexible polymer modified <br />mineral thick coating <br />EAD 030352-00-0503 <br />EAD 030352-00-0503:2019:01, Liquid applied <br />watertight covering kits for wet room floors and/or walls <br />EAD 040083-00-0404 <br />EAD 040083-00-0404:2013, External Thermal <br />Insulation Composite Systems with Rendering <br />96/603/EC <br />Commission decision of 4 October 1996 for specifying <br />a directory of products to be classified as category A <br />"No contribution to fire" in accordance with decision <br />94/611/EC on construction products for implementing <br />Article 20 of Directive 89/106/EEC <br />2000/532/EC <br />Commission decision dated 3 May 2000 replacing <br />decision 94/3/EC on a waste directory in accordance <br />with Article 1 a) of Council Directive 75/442/EEC on <br />waste and Council decision 94/904/EC on a directory</p> <p>Environmental Product Declaration DBC, EFCC, FEICA, IVK – Modified mineral mortar, group 3</p> <p>of hazardous waste in terms of Article 1, paragraph 4 <br />of Directive 91/689/EEC on hazardous waste <br />2003/33/EC: <br />Council Decision of 19 December 2002 establishing <br />criteria and procedures for the acceptance of waste at <br />landfills pursuant to Article 16 of and Annex II to <br />Directive 1999/31/EC <br />Candidate list <br />Candidate List of substances of very high concern for <br />Authorisation, published in accordance with Article <br />59(10) of the REACH Regulation, ECHA, <br />www.echa.europa.eu/candidate-list-table <br />CPR <br />CPR Regulation (EU) No 305/2011 of the European <br />Parliament and of the Council of 9 March 2011 laying <br />down harmonised conditions for the marketing of <br />construction products and repealing Council Directive <br />89/106/EEC <br />DAfStb Guideline <br />DAfStb Guideline on ‘Production and use of cementbound flow concrete and grouting mortar’ (VeBMR), <br />2019-07 <br />Decopaint Directive <br />Directive 2004/42/CE of the European Parliament and <br />the council of 21 April 2004 on the limitation of <br />emissions of volatile organic compounds due to the <br />use of organic solvents in certain paints and varnishes <br />and vehicle refinishing products and amending <br />Directive 1999/13/EC <br />EWC 101314 <br />2000/532/EC European Waste Catalogue / Ordinance <br />on European List of Wastes: Waste concrete and <br />concrete sludge <br />EWC 170101 <br />2000/532/EC European Waste Catalogue / Ordinance <br />on European List of Wastes: Concrete <br />EWC 170107 <br />2000/532/EC European Waste Catalogue / Ordinance <br />on European List of Wastes: Mixtures of concrete, <br />bricks, tiles and ceramics <br />EWC 170802 <br />2000/532/EC European Waste Catalogue / Ordinance <br />on European List of Wastes: Gypsum based <br />construction metals e.g. for plasterboard</p> <p>GaBi 10 documentation <br />Gabi 10: documentation of GaBi 10 data sets from the <br />data base for Life Cycle Engineering LBP, University of <br />Stuttgart and Sphera, http://documentation.gabisoftware.com/, 2020 <br />IBU 2021 <br />Institut Bauen und Umwelt e.V.: General Instructions <br />for the EPD programme of Institut Bauen und Umwelt <br />e.V. EPD programme. Version 2.0. Berlin: Institut <br />Bauen und Umwelt e.V., 2021 <br />www.ibu-epd.com <br />MVV TB <br />Ü-mark in accordance with ‘Model Administrative <br />Order laying down Technical Building Regulations’ <br />(MVV TB) no. C 2.1.4.5 <br />PCR Part A <br />Product Category Rules for Building-Related Products <br />and Services, Part A: Calculation Rules for the Life <br />Cycle Assessment and Requirements on the Project <br />report, Version 1.1, Institut Bauen und Umwelt e.V., <br />2021-01 <br />PCR Part B <br />Product Category Rules for Construction Products, <br />Part B: Mineral Factory-Made Mortars, 2017-11 <br />PG AIV <br />Testing principles regarding the issuing of general <br />building authority test certificates for waterproofing with <br />waterproofing in conjunction with ceramic tiles (PGAIV:2018-03) <br />PG MDS/FPD <br />Testing principles regarding the issuing of general <br />building authority test certificates for waterproofing with <br />mineral waterproofing slurries and flexible polymer <br />thick coatings (PG-MDS/FPD:2016-11) <br />REACH <br />Directive (EG) No. 1907/2006 of the European <br />Parliament and of the Council dated 18 December <br />2006 on the registration, evaluation, approval and <br />restriction of chemical substances (REACH), for <br />establishing a European Agency for chemical <br />substances, for amending Directive 1999/45/EC and <br />for annulment of Directive (EEC) No. 793/93 of the <br />Council, Directive (EC) No. 1488/94 of the <br />Commission, Guideline 76/769/EEC of the Council and <br />Guidelines 91/155/EEC, 93/67/EEC, 93/105/EC and <br />2000/21/EC of the Commission.</p> <p>GaBi 10 <br />GaBi 10: Software and database for comprehensive <br />analysis. LBP, University of Stuttgart and Sphera, 2020</p> <p>11</p> <p>Environmental Product Declaration DBC, EFCC, FEICA, IVK – Modified mineral mortar, group 3</p> <p>Publisher <br />Institut Bauen und Umwelt e.V. <br />Hegelplatz 1 <br />10117 Berlin <br />Germany</p> <p>Tel <br />Fax <br />Mail <br />Web</p> <p>+49 (0)30 3087748- 0 <br />+49 (0)30 3087748- 29 <br />info@ibu-epd.com <br />www.ibu-epd.com</p> <p>Programme holder <br />Institut Bauen und Umwelt e.V. <br />Hegelplatz 1 <br />10117 Berlin <br />Germany</p> <p>Tel <br />Fax <br />Mail <br />Web</p> <p>+49 (0)30 - 3087748- 0 <br />+49 (0)30 – 3087748 - 29 <br />info@ibu-epd.com <br />www.ibu-epd.com</p> <p>Tel <br />Fax <br />Mail <br />Web</p> <p>+49 711 341817-0 <br />+49 711 341817-25 <br />info@sphera.com <br />www.sphera.com</p> <p>Tel <br />Fax <br />Mail <br />Web</p> <p>+32 (0)267 673 20 <br />+32 (0)267 673 99 <br />info@feica.eu <br />www.feica.eu</p> <p>Tel <br />Fax <br />Mail <br />Web</p> <p>+49 (0)211 67931-10 <br />+49 (0)211 67931-33 <br />info@klebstoffe.com <br />www.klebstoffe.com</p> <p>Tel <br />Fax <br />Mail <br />Web</p> <p>+32289720-39 <br />+32289720-37 <br />info@efcc.be <br />www.efcc.eu</p> <p>Tel <br />Fax <br />Mail <br />Web</p> <p>+49 (0)69 2556-1318 <br />+49 (0)69 2556-1319 <br />info@deutsche-bauchemie.de <br />www.deutsche-bauchemie.de</p> <p>Author of the Life Cycle <br />Assessment <br />Sphera Solutions GmbH <br />Hauptstraße 111- 113 <br />70771 Leinfelden-Echterdingen <br />Germany</p> <p>Owner of the Declaration <br />FEICA - Association of the <br />European Adhesive and Sealant <br />Industry <br />Rue Belliard 40 box 10 <br />1040 Brussels <br />Belgium</p> <p>Industrieverband Klebstoffe e.V <br />Völklinger Straße 4 <br />40219 Düsseldorf <br />Germany</p> <p>EFCC - European Federation for <br />Construction Chemicals <br />Boulevard du Triomphe 172 <br />1160 Brussels <br />Belgium</p> <p>Deutsche Bauchemie e.V. <br />Mainzer Landstr. 55 <br />60329 Frankfurt <br />Germany</p>
