Key Data Set Information | |
Location | IE |
Geographical representativeness description | The asphalt is delivered to and used on construction sites in the Republic of Ireland. |
Reference year | 2025 |
Name |
|
Use advice for data set | This LCA covers the Product (A1, A2 and A3), Transport to site (A4), Construction Process (A5), End of Life (C1 to C4) and Benefits/loads beyond the system boundary (D) Stages, as indicated above. This is termed: "Cradle to gate with options, modules C1 to C4, and module D". A schematic of these stages is presented in the flow diagram below. |
Technical purpose of product or process | Asphalt raw materials comprise: fine and coarse aggregates, mineral filler, bitumen and in some cases specialist admixtures. Asphalt is produced by heating and mixing the raw materials to obtain a homogenous mix at a target temperature. The heated asphalt is transported to the construction site and laid on the road/paving sub-base material using specialised asphalt laying equipment. The asphalt is manufactured to the EN governing standard for the manufacturing of asphalts, I.S. EN 13108, parts 1-9, 21, 22 and 31. |
General comment on data set | Data quality: Time Representativeness: In this LCA the data relating to the usages, emissions and materials, and the data relating to the bespoke background processes for environmental impacts are less than 3 years apart, and also the Ecoinvent database version 3.8. The datasets for the raw material constituents that have the largest environmental impact (being bitumens) are from Ecoinvent V 3.8. Time Representativeness is considered to be Very good. Geographical Representativeness: The processes used in the production of the asphalt products are geographically representative, insofar as the production location (Ireland) lies within the region for which the relevant Ecoinvent (version 3.8) and any other bespoke environmental records have been selected. The dataset is up-to-date and representative for the current technology used in the processes of manufacturing the asphalt products. Geographical Representativeness is considered to be Very good. Technical Representativeness: Processes and energies used in the process have been modelled exactly as described by the asphalt manufacturer, and are based directly on the production data supplied by the manufacturer, in relation to processes, fuels used and emissions, and without any significant need for improvement. Technical Representativeness is considered to be Very good. Allocation: The source of default unit processes or activities is the Ecoinvent database version 3.8, system model “Allocation, cut-off by classification”. The measurement of environmental impacts in this EPD uses the LCIA methodologies recommended for PEF 3.0. In this EPD, the waste processes are allocated in the relevant module. In the case of the use of secondary materials or energy recovered from secondary fuels, the system boundary between the system under study and the previous system (providing the secondary materials) is set where outputs of the previous system, e.g. materials, products, building elements or energy, reach the end-of-waste state. The modularity and the polluter payer principles have been followed. Cut-off criteria: All relevant inputs and outputs - like emissions, energy and materials - have been taken into account in this LCA, and in accordance with EN15804+A2:2019. The study covers at least 95% of the materials and energy per module and at least 99% of the total use of materials and energy of each unit process. Long term emissions have been excluded from the study. |
Copyright | Yes |
Owner of data set | |
Quantitative reference | |
Reference flow(s) |
|
Biogenic carbon content |
|
Time representativeness | |
Data set valid until | 2030 |
Time representativeness description | "2025-10-13" - "2030-10-12" |
Technological representativeness | |
Technology description including background system | Bitumen content: 4 - 7 % by mass Density: 2,336 kg/m3 Softening point: 50 - 60 degrees centigrade Viscosity: As per pen grade in product name Marshall Stability: 8-16 kN, depending on traffic loading Resilient modulus: 2,000-5,000 Mpa at 20 degrees centigrade Rut resistance: Min 10mm deformation under standard wheel tracking tests Fatigue life: > 1 million load cycles in well-designed mixes Permeability: < 10-5 cm/s |
Subtype | specific dataset | ||||
LCA methodology report | |||||
Data sources, treatment and representativeness | |||||
Documentation of data quality management | |||||
Data source(s) used for this data set | |||||
Completeness | |||||
Validation | |||||
| |||||
Compliance Declarations |
Compliance |
Compliance system name
EN 15804+A2
|
Approval of overall compliance
Fully compliant |
Nomenclature compliance
Fully compliant |
Methodological compliance
Fully compliant |
Review compliance
Fully compliant |
Documentation compliance
Fully compliant |
Quality compliance
Fully compliant |
Compliance |
Compliance system name
|
Approval of overall compliance
Fully compliant |
Nomenclature compliance
Fully compliant |
Methodological compliance
Fully compliant |
Review compliance
Fully compliant |
Documentation compliance
Fully compliant |
Quality compliance
Fully compliant |
Compliance |
Compliance system name
|
Approval of overall compliance
Fully compliant |
Nomenclature compliance
Fully compliant |
Methodological compliance
Fully compliant |
Review compliance
Fully compliant |
Documentation compliance
Fully compliant |
Quality compliance
Fully compliant |
Data generator | |
Data set generator / modeller |
|
Data entry by | |
Time stamp (last saved) | 2025-10-13T13:17:45 |
Data set format(s) | |
Publication and ownership | |
UUID | 6ce4b243-0219-4018-afab-168b36d74f5f |
Date of last revision | 2025-10-13T09:33:32.1016544Z |
Data set version | 00.03.000 |
Registration authority |
EPD Ireland
|
Registration number | EPDIE-25-230 |
Owner of data set | |
Copyright | Yes |
License type | Free of charge for all users and uses |
Access and use restrictions | None |
|
Indicators of life cycle