i.pro STRUCTURA ECO CAM 30 XC1-XC2 S4 D32
General information
| EPD Owner | Heidelberg Materials Italia |
|---|---|
| Registration number | EPD-IES-0021318:002 |
| PCR | 2019:14 Construction products (EN 15804+A2) 1.3.4 |
| c-PCR | 2019:14-c-PCR-003 Being updated - Concrete and concrete elements (EN 16757) 1.0.0 |
| Status | Valid |
| Publication date | 2025-03-31 |
| Valid until | 2030-03-27 |
| EN 15804 compliant | Yes |
| Geographical scope | Italy |
Product images
Programme information
| Programme | International EPD System |
|---|---|
| Address | EPD International AB Box 210 60 SE-100 31 Stockholm Sweden |
| Website | www.environdec.com |
| support@environdec.com |
Product category rules
| CEN standard EN 15804 and ISO standard ISO 21930 serve as the core Product Category Rules (PCR) | |
| Product Category Rules (PCR) | 2019:14 Construction products (EN 15804+A2) 1.3.4 |
|---|---|
| PCR review was conducted by | The Technical Committee of the International EPD System. See www.environdec.com for a list of members. Review chair: Claudia A. Peña, University of Concepción, Chile. The review panel may be contacted via the Secretariat www.environdec.com/support. |
| Complementary Product Category Rules (c-PCR) | 2019:14-c-PCR-003 Being updated - Concrete and concrete elements (EN 16757) 1.0.0 Version: 1.0.0 |
| c-PCR review was conducted by | The Technical Committee of the International EPD System |
Verification
| LCA accountability | Giovanni Pinto, g.pinto@italcementi.it, Heidelberg Materials Italia |
|---|---|
| Independent third-party verification of the declaration and data, according to ISO 14025:2006, via | |
| EPD process certificate issued by | Certiquality Srl |
| Accredited by | Accredia |
| Accredited certification body address | Italy |
| Procedure for follow-up of data during EPD validity involves third party verifier | |
| *EPD Process Certification involves an accredited certification body certifying and periodically auditing the EPD process and conducting external and independent verification of EPDs that are regularly published. More information can be found in the General Programme Instructions on www.envrondec.com. | |
Ownership and limitation on use of EPD
Limitations
EPDs within the same product category but registered in different EPD programmes may not be comparable. For two EPDs to be comparable, they shall be based on the same PCR (including the same version number up to the first two digits) or be based on fully-aligned PCRs or versions of PCRs; cover products with identical functions, technical performances and use (e.g. identical declared/functional units); have equivalent system boundaries and descriptions of data; apply equivalent data quality requirements, methods of data collection, and allocation methods; apply identical cut-off rules and impact assessment methods (including the same version of characterisation factors); have equivalent content declarations; and be valid at the time of comparison.
Ownership
The EPD Owner has the sole ownership, liability, and responsibility for the EPD.
Information about EPD Owner
| EPD Owner | Heidelberg Materials Italia |
|---|---|
| Contact person name | GIOVANNI PINTO |
| Contact person e-mail | giovanni.pinto@heidelbergmaterials.com |
| Organisation address | Italy Peschiera Borromeo (MI) 20068 Via Lombardia, 2/A |
Description of the organisation of the EPD Owner
Since 1864, Heidelberg Materials Italia Cementi Spa has been a leader in Italy in cement production. A century-old history made of people, knowledge, and innovation has led the company to be a key player in the construction materials sector. The widespread and rooted presence in the territory and the ability to offer innovative and quality products are the basis of integrated solutions and applications capable of meeting the needs of the cement and concrete market. The industrial structure consists of 8 cement production plants, a plant for special products with a lower environmental footprint than traditional cements, and several grinding centers. The production sites have obtained ISO 14001 environmental certification, and in some geographical areas, CSC certification, which certifies the responsible sourcing process throughout the production chain, according to the basic principles of Sustainability. The industrial network is also completed and integrated thanks to the significant presence in the concrete and aggregates sector with Heidelberg Materials Italia Calcestruzzi Spa. Heidelberg Materials Italia Cementi Spa, together with Heidelberg Materials Italia Calcestruzzi Spa, offers a wide range of products, applications, and solutions, from cement to ready-mixed concrete. The category of traditional cements consists of products suitable for specific construction types: from road and marine infrastructures to civil and industrial pavements, from dams to extraction wells, to the most common use for building. Alongside traditional cements, Heidelberg Materials Italia Cementi Spa offers a range of solutions for building regeneration, with binders, natural limes, mortars, and plasters, products that offer quality, consistency, and ease of application. Moreover, there is a range of green eco.build products, capable of responding to the growing market demand for solutions oriented towards environmental sustainability and the circular economy. Great importance is given to innovative solutions developed in the headquarters' laboratories, also through close collaboration with some of the most important designers and major university research centers, such as products for the regeneration and adaptation of infrastructures. Heidelberg Materials Italia Cementi Spa is a founding member of the Green Building Council Italia, the association that promotes the dissemination of circular economy principles in the construction sector, and a member of the Global Compact, the international organization that promotes the principles of sustainable development. The protection of workers' safety and health, and more generally social responsibility, are fundamental objectives for Heidelberg Materials Italia Cementi Spa and Heidelberg Materials Italia Calcestruzzi. A commitment that has led to a significant improvement in results since 2000: the injury frequency index in the plants has been reduced by about 98%. Today, Heidelberg Materials Italia Cementi Spa is part of Heidelberg Materials, a global player in the sector with 53,000 employees in 3,000 production sites in 50 countries on 5 continents. Among the Group's sustainability goals is the reduction of CO2 emissions per ton of cement by 30% by 2025. Strong in its brand and industrial and cultural identity, Heidelberg Materials Italia Cementi Spa operates with its historic brand in the Italian market, with a responsible and sustainable presence in local communities.
Organisation images
Organisation logo
Product information
| Product name | i.pro STRUCTURA ECO CAM Rck 30 XC1-XC2 S4 D32 |
|---|---|
| Product identification | i.pro STRUCTURA ECO CAM Rck 30 XC1-XC2 S4 D32 |
| Product description | The products in the i.pro STRUCTURA ECO CAM range are concretes with guaranteed performance for durable structural uses according to UNI EN 206 and UNI 11104 with the use of recycled materials. The concretes i.pro STRUCTURA ECO CAM are designed with a minimum content of 5% of secondary and/or recycled raw materials of regional origin compared to the total mass of the product. i.pro STRUCTURA ECO CAM are available in consistency class S3÷S5 (UNI EN 206) and they are all easily pumpable. For special needs, it is possible to request the definition of the reference Slump consistency class to identify the desired workability more precisely. The maintenance of workability can be extended according to the specific needs of the construction site and the climatic conditions of use. Available in winter and summer weather versions. |
| Product information from external sources | www.heidelbergmaterials.it |
| Technical purpose of product | The products in the i.pro STRUCTURA ECO CAM range are performance-assured concretes for indoor-outdoor applications with moderately aggressive environmental exposures, for example: Floors Walls Pillars Stairs Direct foundations Indirect foundations The conglomerates of the i.pro STRUCTURA ECO CAM range are concretes with guaranteed performance intended for uses that require maximum resistance class C30/37. They are suitable for the construction of reinforced concrete products exposed to environmental conditions with moderate specific aggressiveness (e.g. exposed to carbonation, chlorides not from a marine environment or chemical agents). |
| Manufacturing or service provision description | At Heidelberg Materials Italia Calcestruzzi Spa plants producing i.pro STRUCTURA ECO CAM , cement supplied are stored in silos while aggregates are deposited in a dedicated open area. Additives are received and stored in cisterns and tanks protected from atmospheric agents while water is sourced from wells located in the plants. All raw materials are automatically measured ac- cording to stabilised proportion, transported through conveyor belts directly to the concrete mixer where they are all mixed together. Cement is fed through coclea, aggregates on conveyor belts while water and additives are pumped. The produced i.pro STRUCTURA ECO CAM is then delivered to the building sites in concrete mixers. Emissions related to the production process includes air emissions from the use of fuels in onsite transportation vehicles and also dust emissions arising from the handling (transportation, mixing and packaging in bags) of raw materials and product. |
| Material properties | Compressive strength: 30 MPa |
| Production site | PESCHIERA BORROMEO (MI) Italy PESCHIERA BORROMEO (MI) 20068 VIA L. GALVANI SNC |
| Production site 2 | SESTO S. GIOVANNI (MI) Italy SESTO S.GIOVANNI (MI) 20099 VIALE RIMEMBRANZE 35 |
| Production site 3 | ARESE (MI) Italy ARESE (MI) 20020 VIA DELLA MOIA 2 |
| Production site 4 | RHO (MI) Italy RHO (MI) 20017 VIA SESIA SNC |
| Production site 5 | PADERNO DUGNANO (MI) Italy PADERNO DUGNANO (MI) 20037 VIA VALASSINA 260 |
| UN CPC code | 375. Articles of concrete, cement and plaster |
| Geographical scope | Italy |
| Geographical scope description | Product for local market of constructions |
| Actual or technical lifespan | >50 year(s) |
Technical characteristics and performance
c-PCR-003: Concrete
| Product name | Strength class (EN 206) | Exposure class (EN 206) |
|---|---|---|
| i.pro STRUCTURA ECO CAM Rck 30 XC1-XC2 S4 D32 | C25/30 | XC1-XC2 |
Technical performance
| Product name | Type category | Type category | Type category | Type category | Type category |
|---|---|---|---|---|---|
| i.pro STRUCTURA ECO CAM Rck 30 XC1-XC2 S4 D32 | Strenght class C25/30 N/mm2 | Exposure class XC1-XC2 | Consistence class S4 | Dmax 31.5 mm | Maximum chlorides content 0.2 % |
Content declaration
| Content declaration of multiple products | Material content of worst-case concrete plant |
|---|---|
| Hazardous and toxic substances | The product does not contain any substances from the SVHC candidate list in concentrations exceeding 0.1% of its weight. |
| Content name | Weight, kg | Post-consumer recycled material, weight-% of product | Biogenic material, weight-% of product | Biogenic material1, kg C/product | Biogenic material kg CO2, eq./product |
|---|---|---|---|---|---|
| CEMENT | 319 | 0.2 | 0 | 0 | 0 |
| WATER | 114 | 0 | 0 | 0 | 0 |
| AGGREGATES | 1907 | 0 | 0 | 0 | 0 |
| ADMIXTURES | 6 | 0 | 0 | 0 | 0 |
| Total | 2346 | 0.20 | 0 | 0 | 0 |
| Note 1 | 1 kg biogenic carbon is equivalent to 44/12 kg of CO2 | ||||
| Material name | Weight, kg | Weight-% (versus the product) | Biogenic material1, kg C/product | Biogenic material kg CO2, eq./product |
|---|---|---|---|---|
| i.pro STRUCTURA ECO CAM Rck 30 XC1-XC2 S4 D32 | 2346 | 100 | 0 | 0 |
| Total | 2346 | 100 | 0 | 0 |
| Note 1 | 1 kg biogenic carbon is equivalent to 44/12 kg of CO2 | |||
LCA information
| EPD based on declared or functional unit | Functional unit |
|---|---|
| Functional unit description | 1 m3 |
| Reference flow | 1 m3 Volume: 1 m3 |
| Conversion factor to mass | 2346 |
| Are infrastructure or capital goods included in any upstream, core or downstream processes? | |
| Datasources used for this EPD | ecoinvent database (general) ecoinvent 3.10 database |
| LCA Software | GCCA EPD TOOL 5.0 |
| Additional information about the underlying LCA-based information | cut-off rules 1% |
| Version of the EN 15804 reference package | EF Reference Package 3.1 |
| Technology description including background system | The product is ready-mix concrete with industrialized process. The main components of product are cement according to EN 197-1, aggregates according to EN 12620, water and admixtures according to EN 934-2. The innovative nature of i.pro STRUCTURA ECO CAM is also linked to the choice of input materials as well as the production process. The composition mix is strictly respected in order to guarantee expected mechanical and rheological performance. The production mix is controlled and maintained by appropriate measuring instruments in the concrete plants of Heidelberg Materials Italia Calcestruzzi Spa. At Heidelberg Materials Italia Calcestruzzi Spa plants producing i.pro STRUCTURA ECO CAM , cement supplied are stored in silos while aggregates are deposited in a dedicated open area. Additives are received and stored in cisterns and tanks protected from atmospheric agents while water is sourced from wells located in the plants. All raw materials are automatically measured ac- cording to stabilised proportion, transported through conveyor belts directly to the concrete mixer where they are all mixed together. Cement is fed through coclea, aggregates on conveyor belts while water and additives are pumped. The produced i.pro STRUCTURA ECO CAM is then delivered to the building sites in concrete mixers. Emissions related to the production process includes air emissions from the use of fuels in onsite transportation vehicles and also dust emissions arising from the handling (transportation and mixing) of raw materials and product. |
| Scrap (recycled material) inputs contribution level | Less than 10% of the GWP-GHG results in modules A1-A3 come from scrap inputs |
Data quality assessment and reference years
| Description of data quality assessment and reference years | 2024 |
|---|
| Process name | Source type | Source | Reference year | Data category | Share of primary data, of GWP-GHG results for A1-A3 |
|---|---|---|---|---|---|
| Manufacturing of product and waste treatment | Internal database / External database | EPD owner / Ecoinvent 3.10 / AIB | Dec 31 202 - Dec 30 202 | Primary data / Proxi data | 5% |
| Raw material extraction and processing | Internal Database / External database | EPD owner / Ecoinvent 3.10 | Oct 31 202 - Nov 29 202 | Primary data / Proxi data | 80% |
| Transport of raw materials | Internal Database / External database | EPD owner / Ecoinvent 3.10 | Oct 31 202 - Nov 29 202 | Primary data / Proxi data | 10% |
| Total share of primary data, of GWP-GHG results for A1-A3 | 95% | ||||
| The share of primary data is calculated based on GWP-GHG results. It is a simplified indicator for data quality that do not capture all relevant aspects of data quality. The indicator is not comparable across product categories. | |||||
| Electricity used in the manufacturing process in A3 | ||
|---|---|---|
| Type of electricity mix | Residual electricity mix on the market | |
| Energy sources | Hydro | 0% |
| Wind | 0.43% | |
| Solar | 6.21% | |
| Biomass | 0.63% | |
| Geothermal | 0% | |
| Waste | 3.57% | |
| Nuclear | 4.4% | |
| Natural gas | 58.22% | |
| Coal | 22.77% | |
| Oil | 3.76% | |
| Peat | 0% | |
| Other | 0% | |
| GWP-GHG intensity (kg CO2 eq./kWh) | 0.76 kg CO2 eq./kWh | |
| Production stage (module A) | Excluded | |
| Use stage (module B) | Service life: 50 years - Average exposed surface during service life: 0 m2/m3 | |
| End-of-Life stage (module C) | Recycling rate: 90% - Storage duration during recycling: 6 months - Storage conditions: Exposed to rain | |
| Beyond product life cycle (Module D) | Recycling rate: 90% |
System boundary
| Description of the system boundary | b) Cradle to gate with options, modules C1-C4, module D and with optional modules (A1-A3 + C + D and additional modules). |
|---|---|
| Excluded modules | Yes, there is an excluded module, or there are excluded modules |
| Justification for the omission of modules | There are not identified scenarios for modules from B2 to B7 |
Declared modules
| Product stage | Construction process stage | Use stage | End of life stage | Beyond product life cycle | |||||||||||||
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| Raw material supply | Transport | Manufacturing | Transport to site | Construction installation | Use | Maintenance | Repair | Replacement | Refurbishment | Operational energy use | Operational water use | De-construction demolition | Transport | Waste processing | Disposal | Reuse-Recovery-Recycling-potential | |
| Module | A1 | A2 | A3 | A4 | A5 | B1 | B2 | B3 | B4 | B5 | B6 | B7 | C1 | C2 | C3 | C4 | D |
| Modules declared | X | X | X | X | X | X | ND | ND | ND | ND | ND | ND | X | X | X | X | X |
| Geography | Italy | Italy | Italy | Italy | Italy | Italy | N/A | N/A | N/A | N/A | N/A | N/A | Italy | Italy | Italy | Italy | Italy |
| Share of specific data | 95% | - | - | - | - | - | - | - | - | - | - | - | - | - | - | ||
| Variation - products | 10% | - | - | - | - | - | - | - | - | - | - | - | - | - | - | ||
| Variation - sites | 10% | - | - | - | - | - | - | - | - | - | - | - | - | - | - | ||
Process flow diagram(s) related images
Default scenario
| Name of the default scenario | Normal use of concrete |
|---|---|
| Description of the default scenario | Normal conditions for delivery, application and reciclyng of concrete |
Module A4: Transport to the building site
| Explanatory name of the default scenario in module A4 | Normal use of concrete |
|---|---|
| Brief description of the default scenario in module A4 | Concrete is trasported on site by diesel truck for average distance of 7 km |
| Description of the default scenario in module A4 | Concrete is trasported on site by diesel truck for average distance of 8 km and capacity utilization of 50% including empty returns |
| Module A4 information | Value | Unit |
|---|---|---|
Distance | 7 | km |
Capacity utilization (including empty returns) | 50 | % |
Bulk density of transported products | 2320 | kg/m3 |
Volume capacity utilization factor (factor: =1 or <1 or ≥1 for compressed or nested packaged products) | <1 | Dimensionless |
| Diesel trucks | Diesel Euro 5-6 | Dimensionless |
Module A5: Installation in the building
| Explanatory name of the default scenario in module A5 | Normal use of concrete |
|---|---|
| Brief description of the default scenario in module A5 | The use onsite of concrete involves the application through vibrating |
| Description of the default scenario in module A5 | The use onsite of concrete involves the application through vibrating or manually resorting to special building site equipment |
| Module A5 information | Value | Unit |
|---|---|---|
| Waste water | 0.669 | m3 |
| Concrete losses | 3 | % |
| Diesel in building machine | 1.669 | kg |
| Water consumption | 669 | kg |
| Electrical consumption | 2.776 | kWh/cycle |
Module B1: Use
| Explanatory name of the default scenario in module B1 | Normal use of concrete |
|---|---|
| Brief description of the default scenario in module B1 | Structural concrete with Reference Service Life of 50 years |
| Description of the default scenario in module B1 | Structural concrete with Reference Service Life of 50 years and average exposed surface during service life of 0 m2/m3 |
| Module B1 information | Value | Unit |
|---|---|---|
| Reference Service Life | 50 | year(s) |
| Average exposed surface during service life | 0 | N/A |
Module C: End-of-life
| Explanatory name of the default scenario in module C | Normal use of concrete |
|---|---|
| Brief description of the default scenario in module C | Concrete derived from demolition is collected in recycling plant |
| Description of the default scenario in module C | Concrete derived from demolition is collected in recycling plant with average storage of 6 months in conditions of exposed by rain. Recycling rate is 90% while the 10% is the disposal rate |
| Module C information | Value | Unit |
|---|---|---|
| Storage duration of recycled material | 0.5 | year(s) |
| Storage conditions | Exposed by rain | N/A |
| Recovery for recycling | 100 | % |
| Recycling rate | 90 | % |
| Disposal rate | 10 | % |
| Transport by truck | 31,5 | km |
| Transport by rail | 18,5 | kg |
Reference service life
| Description of the default scenario in reference service life | Reference service life for structural concrete compliant to national legislation |
|---|
| Reference service life information | Value | Unit |
|---|---|---|
Reference service life | 50 | year(s) |
Module D: Beyond product life cycle
| Explanatory name of the default scenario in module D | Normal use of concrete |
|---|---|
| Brief description of the default scenario in module D | Module D include substitution of natural aggregates by recycled concrete |
| Description of the default scenario in module D | Module D include substitution of natural aggregates by recycled concrete |
| Module D information | Value | Unit |
|---|---|---|
| Recycled concrete out | 2111 | kg |
Environmental performance
Mandatory environmental performance indicators according to EN 15804
| Impact category | Indicator | Unit | A1-A3 | A4 | A5 | B1 | B2 | B3 | B4 | B5 | B6 | B7 | C1 | C2 | C3 | C4 | D | Variation2 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| Climate change - total | GWP-total | kg CO2 eq. | 2.32E+2 | 1.71E+0 | 1.54E+1 | 0.00E+0 | ND | ND | ND | ND | ND | ND | 9.63E+0 | 9.96E+0 | 4.02E+0 | -9.53E-1 | -1.53E-1 | ND |
| Climate change - fossil | GWP-fossil | kg CO2 eq. | 2.32E+2 | 1.71E+0 | 1.54E+1 | 0.00E+0 | ND | ND | ND | ND | ND | ND | 9.63E+0 | 9.95E+0 | 4.00E+0 | -9.54E-1 | -1.52E-1 | ND |
| Climate change - biogenic | GWP-biogenic | kg CO2 eq. | 4.66E-1 | 7.22E-5 | 2.84E-2 | 0.00E+0 | ND | ND | ND | ND | ND | ND | 1.05E-3 | 2.18E-3 | 7.70E-3 | 2.02E-4 | -3.79E-2 | ND |
| Climate change - land use and land-use change | GWP-luluc | kg CO2 eq. | 2.58E-2 | 7.12E-4 | 3.51E-3 | 0.00E+0 | ND | ND | ND | ND | ND | ND | 8.36E-4 | 4.89E-3 | 7.90E-3 | 7.55E-4 | -1.20E-2 | ND |
| Ozone depletion | ODP | kg CFC-11 eq. | 2.42E-6 | 2.74E-8 | 2.74E-7 | 0.00E+0 | ND | ND | ND | ND | ND | ND | 1.47E-7 | 1.48E-7 | 4.94E-8 | 4.24E-8 | -1.24E-7 | ND |
| Acidification | AP | mol H+ eq. | 6.65E-1 | 4.35E-3 | 9.04E-2 | 0.00E+0 | ND | ND | ND | ND | ND | ND | 8.69E-2 | 3.96E-2 | 3.57E-2 | 1.04E-2 | -9.62E-2 | ND |
| Eutrophication aquatic freshwater | EP-freshwater | kg P eq. | 4.80E-3 | 4.51E-5 | 4.72E-4 | 0.00E+0 | ND | ND | ND | ND | ND | ND | 9.17E-5 | 3.42E-4 | 8.75E-4 | 3.97E-5 | -1.37E-3 | ND |
| Eutrophication aquatic marine | EP-marine | kg N eq. | 1.12E-1 | 1.10E-3 | 3.20E-2 | 0.00E+0 | ND | ND | ND | ND | ND | ND | 4.03E-2 | 1.28E-2 | 8.26E-3 | 3.96E-3 | -2.28E-2 | ND |
| Eutrophication terrestrial | EP-terrestrial | mol N eq. | 1.99E+0 | 1.90E-2 | 3.67E-1 | 0.00E+0 | ND | ND | ND | ND | ND | ND | 4.41E-1 | 1.39E-2 | 8.58E-2 | 4.33E-2 | -2.89E-1 | ND |
| Photochemical ozone formation | POCP | kg NMVOC eq. | 6.48E-1 | 6.58E-3 | 1.12E-1 | 0.00E+0 | ND | ND | ND | ND | ND | ND | 1.32E-1 | 5.41E-2 | 2.57E-2 | 1.55E-2 | -7.82E-2 | ND |
| Depletion of abiotic resources - minerals and metals | ADP-minerals&metals1 | kg Sb eq. | 6.90E-4 | 4.94E-6 | 4.02E-5 | 0.00E+0 | ND | ND | ND | ND | ND | ND | 3.53E-6 | 2.79E-5 | 3.39E-5 | 2.34E-6 | -8.07E-5 | ND |
| Depletion of abiotic resources - fossil fuels | ADP-fossil1 | MJ, net calorific value | 1.17E+3 | 2.57E+1 | 1.72E+2 | 0.00E+0 | ND | ND | ND | ND | ND | ND | 1.26E+2 | 1.44E+2 | 8.35E+1 | 3.60E+1 | -1.82E+2 | ND |
| Water use | WDP1 | m3 world eq. deprived | 1.63E+1 | 1.23E-1 | 1.26E+0 | 0.00E+0 | ND | ND | ND | ND | ND | ND | 3.09E-1 | 8.38E-1 | 1.33E+0 | 1.01E-1 | -3.06E-1 | ND |
| Acronyms | GWP-fossil = Global Warming Potential fossil fuels; GWP-biogenic = Global Warming Potential biogenic; GWP-luluc = Global Warming Potential land use and land use change; ODP = Depletion potential of the stratospheric ozone layer; AP = Acidification potential, Accumulated Exceedance; EP-freshwater = Eutrophication potential, fraction of nutrients reaching freshwater end compartment; EP-marine = Eutrophication potential, fraction of nutrients reaching marine end compartment; EP-terrestrial = Eutrophication potential, Accumulated Exceedance; POCP = Formation potential of tropospheric ozone; ADP-minerals&metals = Abiotic depletion potential for non-fossil resources; ADP-fossil = Abiotic depletion for fossil resources potential; WDP = Water (user) deprivation potential, deprivation-weighted water consumption | |||||||||||||||||
| General disclaimer | The results of the end-of-life stage (modules C1-C4) should be considered when using the results of the product stage (modules A1-A3/A1-A5 for services). | |||||||||||||||||
| Disclaimer 1 | The results of this environmental impact indicator shall be used with care as the uncertainties of these results are high or as there is limited experience with the indicator | |||||||||||||||||
| Disclaimer 2 | The maximum variation in results between the included products. | |||||||||||||||||
Additional mandatory environmental performance indicators
| Impact category | Indicator | Unit | A1-A3 | A4 | A5 | B1 | B2 | B3 | B4 | B5 | B6 | B7 | C1 | C2 | C3 | C4 | D | Variation2 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| Climate change - GWP-GHG | GWP-GHG1 | kg CO2 eq. | 2.32E+2 | 1.71E+0 | 1.54E+0 | 0.00E+0 | ND | ND | ND | ND | ND | ND | 9.64E+0 | 9.96E+0 | 4.02E+0 | -9.53E-1 | -1.53E+1 | 0.00% |
| Acronyms | GWP-GHG = Global warming potential greenhouse gas. | |||||||||||||||||
| General disclaimer | The results of the end-of-life stage (modules C1-C4) should be considered when using the results of the product stage (modules A1-A3/A1-A5 for services). | |||||||||||||||||
| Disclaimer 1 | The GWP-GHG indicator is termed GWP-IOBC/GHG in the ILCD+EPD+ data format. The indicator accounts for all greenhouse gases except biogenic carbon dioxide uptake and emissions and biogenic carbon stored in the product. As such, the indicator is identical to GWP-total except that the CF for biogenic CO2 is set to zero. | |||||||||||||||||
| Disclaimer 2 | The maximum variation in results between the included products. | |||||||||||||||||
Resource use indicators according to EN 15804
| Indicator | Unit | A1-A3 | A4 | A5 | B1 | B2 | B3 | B4 | B5 | B6 | B7 | C1 | C2 | C3 | C4 | D | Variation1 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| PERE | MJ, net calorific value | 5.03E+1 | 3.37E-1 | 8.75E+0 | 0.00E+0 | ND | ND | ND | ND | ND | ND | 7.73E-1 | 2.80E+0 | 1.06E+1 | 3.34E-1 | -1.51E+1 | ND |
| PERM | MJ, net calorific value | 0.00E+0 | 0.00E+0 | 0.00E+0 | 0.00E+0 | ND | ND | ND | ND | ND | ND | 0.00E+0 | 0.00E+0 | 0.00E+0 | 0.00E+0 | 0.00E+0 | ND |
| PERT | MJ, net calorific value | 5.03E+1 | 3.37E-1 | 8.75E+0 | 0.00E+0 | ND | ND | ND | ND | ND | ND | 7.73E-1 | 2.80E+0 | 1.06E+1 | 3.34E-1 | -1.51E+1 | ND |
| PENRE | MJ, net calorific value | 1.71E+3 | 2.57E+1 | 1.72E+2 | 0.00E+0 | ND | ND | ND | ND | ND | ND | 1.26E+1 | 1.44E+1 | 8.35E+1 | 3.60E+1 | -1.82E+2 | ND |
| PENRM | MJ, net calorific value | 0.00E+0 | 0.00E+0 | 0.00E+0 | 0.00E+0 | ND | ND | ND | ND | ND | ND | 0.00E+0 | 0.00E+0 | 0.00E+0 | 0.00E+0 | 0.00E+0 | ND |
| PENRT | MJ, net calorific value | 1.71E+3 | 2.57E+1 | 1.72E+2 | 0.00E+0 | ND | ND | ND | ND | ND | ND | 1.26E+1 | 1.44E+1 | 8.35E+1 | 3.60E+1 | -1.82E+2 | ND |
| SM | kg | 1.59E+2 | 0.00E+0 | 4.76E+0 | 0.00E+0 | ND | ND | ND | ND | ND | ND | 0.00E+0 | 0.00E+0 | 0.00E+0 | 0.00E+0 | 0.00E+0 | ND |
| RSF | MJ, net calorific value | 1.96E+1 | 0.00E+0 | 5.87E-1 | 0.00E+0 | ND | ND | ND | ND | ND | ND | 0.00E+0 | 0.00E+0 | 0.00E+0 | 0.00E+0 | 0.00E+0 | ND |
| NRSF | MJ, net calorific value | 4.00E+1 | 0.00E+0 | 1.20E+0 | 0.00E+0 | ND | ND | ND | ND | ND | ND | 0.00E+0 | 0.00E+0 | 0.00E+0 | 0.00E+0 | 0.00E+0 | ND |
| FW | m3 | 2.99E+0 | 3.78E-3 | 1.06E-1 | 0.00E+0 | ND | ND | ND | ND | ND | ND | 8.19E-3 | 2.40E-2 | 3.79E-2 | 3.73E-2 | -7.23E-1 | ND |
| Acronyms | PERE = Use of renewable primary energy excluding renewable primary energy resources used as raw materials; PERM = Use of renewable primary energy resources used as raw materials; PERT = Total use of renewable primary energy resources; PENRE = Use of non-renewable primary energy excluding non-renewable primary energy resources used as raw materials; PENRM = Use of non-renewable primary energy resources used as raw materials; PENRT = Total use of non-renewable primary energy re-sources; SM = Use of secondary material; RSF = Use of renewable secondary fuels; NRSF = Use of non-renewable secondary fuels; FW = Use of net fresh water. | ||||||||||||||||
| General disclaimer | The results of the end-of-life stage (modules C1-C4) should be considered when using the results of the product stage (modules A1-A3/A1-A5 for services). | ||||||||||||||||
| Disclaimer 1 | The maximum variation in results between the included products. | ||||||||||||||||
Waste indicators according to EN 15804
| Indicator | Unit | A1-A3 | A4 | A5 | B1 | B2 | B3 | B4 | B5 | B6 | B7 | C1 | C2 | C3 | C4 | D | Variation1 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| HWD | kg | 8.05E-3 | 0.00E+0 | 2.42E-4 | 0.00E+0 | ND | ND | ND | ND | ND | ND | 0.00E+0 | 0.00E+0 | 0.00E+0 | 0.00E+0 | 0.00E+0 | ND |
| NHWD | kg | 1.01E-1 | 0.00E+0 | 6.86E+0 | 0.00E+0 | ND | ND | ND | ND | ND | ND | 0.00E+0 | 0.00E+0 | 0.00E+0 | 0.00E+0 | 0.00E+0 | ND |
| RWD | kg | 2.86E-2 | 5.54E-6 | 1.02E-3 | 0.00E+0 | ND | ND | ND | ND | ND | ND | 1.38E-5 | 4.55E-5 | 1.94E-4 | 5.59E-6 | -3.19E-4 | ND |
| Acronyms | HWD = Hazardous waste disposed; NHWD = Non-hazardous waste disposed; RWD = Radioactive waste disposed. | ||||||||||||||||
| General disclaimer | The results of the end-of-life stage (modules C1-C4) should be considered when using the results of the product stage (modules A1-A3/A1-A5 for services). | ||||||||||||||||
| Disclaimer 1 | The maximum variation in results between the included products. | ||||||||||||||||
Output flow indicators according to EN 15804
| Indicator | Unit | A1-A3 | A4 | A5 | B1 | B2 | B3 | B4 | B5 | B6 | B7 | C1 | C2 | C3 | C4 | D | Variation1 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| CRU | kg | 0.00E+0 | 0.00E+0 | 0.00E+0 | 0.00E+0 | ND | ND | ND | ND | ND | ND | 0.00E+0 | 0.00E+0 | 0.00E+0 | 0.00E+0 | 0.00E+0 | ND |
| MFR | kg | 5.22E+2 | 0.00E+0 | 7.90E+1 | 0.00E+0 | ND | ND | ND | ND | ND | ND | 0.00E+0 | 0.00E+0 | 2.11E+3 | 0.00E+0 | 0.00E+0 | ND |
| MER | kg | 0.00E+0 | 0.00E+0 | 0.00E+0 | 0.00E+0 | ND | ND | ND | ND | ND | ND | 0.00E+0 | 0.00E+0 | 0.00E+0 | 0.00E+0 | 0.00E+0 | ND |
| EEE | MJ, net calorific value | 0.00E+0 | 0.00E+0 | 0.00E+0 | 0.00E+0 | ND | ND | ND | ND | ND | ND | 0.00E+0 | 0.00E+0 | 0.00E+0 | 0.00E+0 | 0.00E+0 | ND |
| EET | MJ, net calorific value | 0.00E+0 | 0.00E+0 | 0.00E+0 | 0.00E+0 | ND | ND | ND | ND | ND | ND | 0.00E+0 | 0.00E+0 | 0.00E+0 | 0.00E+0 | 0.00E+0 | ND |
| Acronyms | CRU = Components for re-use; MFR = Materials for recycling; MER = Materials for energy recovery; EEE = Exported electrical energy; EET = Exported thermal energy. | ||||||||||||||||
| General disclaimer | The results of the end-of-life stage (modules C1-C4) should be considered when using the results of the product stage (modules A1-A3/A1-A5 for services). | ||||||||||||||||
| Disclaimer 1 | The maximum variation in results between the included products. | ||||||||||||||||
Additional environmental information
This EPD contain the worst-case results between five concrete plants for the same product
Total recycled material:
- Total Post-consumer recycled material, weight-% of product: 0.2 %
- Total Pre-consumer recycled material, weight-% of product: 6.9 %
- Total recycled material, weight-% of product: 7.1 %
Additional social and economic information
Heidelberg Materials Italia Calcestruzzi Spa is certified according ISO 14001:2015 since 2010 and ISO 9001:2015 since 1996.
Calusco d’Adda (BG) plant of Heidelberg Materials Italia Cementi Spa, providing cement used in i.pro STRUCTURA ECO CAM, are certified according to ISO 14001:2015 since 2004 and ISO 9001:2015 since 1995, in line with Heidelberg Materials sustainability policies and strategy.
Conversion factors
N/A
Dangerous substances to indoor air, soil, and water during the use stage
The use onsite of i.pro STRUCTURA ECO CAM involves the application through vibrating or manually resorting to special building site equipment. During this operation no toxic emissions occur and no safety risks for the operators are involved.
The safety data sheet of i.pro STRUCTURA ECO CAM, is published on the website of Heidelberg Materials Italia Calcestruzzi Spa: heidelbermaterials.it
References
• ISO 14021:2016 Environmental labels and declarations - Type II environmental declarations
• ISO 14025:2010 Environmental labels and declarations - Type III environmental declarations
• ISO 14040:2006 Environmental management - Life cycle assessment - Principles and Framework
• ISO 14044:2006 Environmental management - Life cycle assessment - Requirements and Guidelines
• EN 15804:2012+A2:2019/AC:2021 Sustainability of construction works - Environmental product declarations - Core rules for the product category of construction products
• EN 16757:2022 Sustainability of construction works - Environmental product declarations - Product Category Rules for concrete and concrete elements
• GPI General Programme Instructions of IES www.environdec.com (Version 5.0)
• PCR for concrete www.environdec.com - PRODUCT CATEGORY RULES (PCR) for Product Group “Concrete”, CPC 375 - C-PCR-003 ”Concrete and concrete elements” (EN 16757) v. 2019-12-20 to PCR 2019:14 ”Construction Products” V.1.3.4
Version history
Correction of GHG value for electricity and some units of measure