EPD Ireland
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Process data set overview page

145mm Pre-stressed Concrete Wall Panel 01.01.000

Full name
145mm Pre-stressed Concrete Wall Panel
Location
GB
Reference year
2026
Valid until
2031
Reference flow(s)
Type
EPD
Parameterized?
no
LCIA results included?
yes
Category
Synonyms
Use advice for data set
This EPD is prepared in accordance with EN 15804+A2 and follows the EPD Ireland reporting format. Declared modules: A1–A3: Product stage (raw material supply, transport, manufacturing) The climate impact for electricity used for manufacturing in this product is 2.76E-05 kgCO2eq per Kwh. C1–C4: End-of-life (not modelled with site-specific demolition scenarios within this draft unless confirmed) Module D: Benefits and loads beyond the system boundary, declared to account for material recovery from both production breakages and end-of-life recycling. Modules A4–A5 are not declared as transport to site and installation are project-specific.
Data set use approval
General comment
Data quality: Product Stage (A1–A3) Raw material quantities, transport distances, manufacturing energy use, and waste generation data were provided by the manufacturer. The manufacturing route modelled consists of on-site batching, concrete production, casting, prestressing, curing, and finishing. Concrete production was modelled using batching datasets consistent with strength class C40/50. Prestressing steel was modelled using low-alloy steel datasets representing typical UK supply. Transport of raw materials was modelled using average distances provided by the manufacturer. Manufacturing energy consumption and fuel use were allocated to the declared unit based on mass share of production. Concrete breakages and manufacturing rejects generated during production, where not recovered, are crushed on site and reused within the manufacturing facility or sold as secondary material. As no concrete production waste is disposed of as waste, no concrete waste treatment or disposal is modelled in Module A3. Only the energy and fuel use associated with normal manufacturing operations are included as well as mixed waste generated on site from ancillary materials and packaging. Geographical representativeness: Manufacturing of the declared product takes place in the United Kingdom. Where available, background datasets representative of the United Kingdom (GB) were applied. Where UK-specific datasets were not available, European (RER) datasets were used, followed by global (GLO) datasets where no European alternatives existed. Raw materials, transport distances, and energy carriers are considered representative of typical UK supply chains. Geographical representativeness is therefore considered to be Good. Technical representativeness: Primary foreground data were obtained directly from the manufacturer and include: Concrete mix compositions, delivery data, transport distances, fuel consumption, waste contractor records, and electricity and water consumption. Concrete was modelled using appropriate strength-class proxies from ecoinvent. Prestressing steel, fuels, packaging materials, and transport processes were modelled using representative ecoinvent datasets selected to reflect the closest available technological match. These include diesel burned as a proxy for kerosene where no data for kerosene was available, organic chemicals for unspecified admixture, and lubricating oil for mould oil. Technical representativeness is therefore considered to be Good. Time representativeness: Foreground manufacturing and logistics data were collected for a representative 12-month reporting period for 2025. Background life cycle inventory data were sourced from ecoinvent v3.10 (2023). For some background datasets, the reference year may differ slightly from the foreground data period; however, all datasets are considered representative of current production technologies. Time representativeness is therefore considered to be Very Good. Database used: ecoinvent v3.10 (cut-off system model, 2023) LCA tool used: OpenLCA 2.5.0 with assessor-developed calculation spreadsheets Allocation: No co-products are generated during the manufacturing process. Concrete breakages are treated as recovered material and are not considered co-products; associated benefits are accounted for in Module D in accordance with EN 15804. Manufacturing energy use, fuel consumption, and waste generation data were collected as annual site totals. These flows were allocated to the declared product based on the proportion of total annual production represented by the 95mm pre-stressed concrete wall panel, using a mass-based allocation approach. This allocation method reflects the proportional relationship between production throughput and resource use and is consistent with EN 15804 requirements and EPD Ireland PCR guidance. Cut-off criteria: The study follows the cut-off rules defined in EN 15804:2012+A2:2019. All relevant material and energy inputs and waste flows for which data were available have been included in the life cycle inventory. Capital goods and long-life reusable equipment (including reusable moulds, timber bearers, and lifting equipment) are excluded from the system boundary. Ancillary materials with very low replacement frequency and negligible contribution to overall environmental impacts are excluded where their contribution is expected to fall below EN 15804 cut-off thresholds. Ancillary materials included consist of cutting discs, and mould oil.
LCI Method Principle
LCI Method Approaches
No records found.
Completeness of product model
No statement
Reviews
  • Independent external review by
License and access conditions
Copyright
yes
License type
Free of charge for all users and uses
Access information
None
Owner of data set
Atlas Concrete Ltd
Technical purpose
The product is 145mm pre-stressed concrete wall panel, manufactured by Atlas Concrete and supplied to the United Kingdom construction market for use as a structural element within precast concrete wall systems. The panels are produced using high-strength pre-stressing steel and structural concrete, cast in reusable moulds and cured under controlled factory conditions prior to dispatch. They are ideal for forming strong, durable walls in livestock buildings, warehouses, and commercial structures, as well as retaining bulk materials such as silage, grain and aggregate. The main material components consist of varied aggregates, ad-mix, water and CEM I, mixed on site, as well as pre-stressing wires. A full breakdown of material contributions can be found in the Additional Technical Information. Manufacture of the declared product is undertaken using one specific production route within the Atlas Concrete supply chain in the production site, Workington. The 145mm pre-stressed concrete wall panel is intended for use in precast concrete wall systems, providing structural support. The units are designed to achieve long term structural performance with efficient material usage through the incorporation of pre-stressing steel. Concrete used in the manufacture of the beams is designed to meet the relevant performance requirements for structural applications, with strength class selected to satisfy durability and load criteria. Prestressing steel is applied to improve structural efficiency, reduce deflections, and optimise section geometry. Production is carried out under controlled factory conditions using reusable steel moulds, with curing regimes designed to achieve consistent mechanical performance and surface quality. No reference service life is applicable due to its structural use. The service life is dependent on the constructed buildings intended life-span.
Input Products
No records found.
Co-Products
No records found.
Data set version
01.01.000
Time stamp (last saved)
2026-09-18T15:38:54
Data set format
Compliance systems
  • EN 15804+A2 (Overall compliance: Fully compliant)
  • ISO 14025 (Overall compliance: Fully compliant)
  • ISO 21930 (Overall compliance: Fully compliant)
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