Environmental Product Declaration
Hot-Rolled Structural Steel Sections
by American Institute of Steel Construction
Environmental Product Declaration (EPD) for Hot-Rolled Structural Steel Sections, manufactured by American Institute of Steel Construction. Declaration SmartEPD-2025-090-0613-01.2, prepared according to Smart EPD® Part B PCR for Designated Steel Construction Products, 1000-008, v3.0, valid until October 14, 2030.
- Declared unit
- 1 metric ton of product
- Valid until
- October 14, 2030
- PCR
- Part B PCR for Steel Construction Products
Declaration details
- Manufacturer
- American Institute of Steel Construction
- Program operator
- Smart EPD
- Declaration number
- SmartEPD-2025-090-0613-01.2
- Date of issue
- October 14, 2025
- Valid until
- October 14, 2030
- Product category rules (PCR)
- Smart EPD® Part B PCR for Designated Steel Construction Products, 1000-008, v3.0 (version 3)
- Standard
- ISO 14025:2006 and ISO 21930:2017
- Declared unit
- 1 metric ton of product
- System boundary
- Cradle to gate with other options (A1 - A3, B1 - B7, C1 - C4)
- Product specificity
- Product Average
- Manufacturing specificity
- Industry Average
- Product category
- Steel › StructuralSteel › HotRolledSections
- Product SKU
- Hot-rolled structural steel sections fall under CSI and UNSPSC codes: • CSI 05 12 00 Structural Steel Framing • CSI 05 12 13 Architecturally-Exposed Structural Steel Framing • CSI 05 12 23 Structural Steel for Buildings • UNSPSC 30103618 – Steel framework
- Product service life
- 75 years
- Verifier
- Rifat Karim, Independent Consultant
- LCA software
- openLCA 2.4
- Program instructions
- Smart EPD General Program Instructions v.2.0, March 2025
Life cycle assessment results
Results per 1 metric ton of product.
Environmental Impact Assessment Results
| Indicator | Unit | A1 | A2 | A3 | A1-A3 | B1 | B2 | B3 | B4 | B5 | B6 | B7 | C1 | C2 | C3 | C4 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| GWP-total | kg CO2 eq | 1.79e+2 | 2.78e+1 | 6.91e+2 | 8.98e+2 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 2.34e+1 | 4.25e+0 | 0 | 1.88e-1 |
| GWP-fossil | kg CO2 eq | 1.79e+2 | 2.78e+1 | 6.91e+2 | 8.97e+2 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 2.34e+1 | 4.25e+0 | 0 | 1.88e-1 |
| GWP-biogenic | kg CO2 eq | 9.87e-2 | 2.10e-3 | 3.48e-1 | 4.49e-1 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 2.03e-3 | 2.00e-4 | 0 | 4.60e-5 |
| GWP-luluc | kg CO2 eq | 7.27e-2 | 4.77e-3 | 1.62e-1 | 2.39e-1 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 2.24e-3 | 1.80e-4 | 0 | 9.66e-5 |
| ODP | kg CFC 11 eq | 1.01e-6 | 4.52e-7 | 5.64e-6 | 7.10e-6 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 3.72e-7 | 5.76e-8 | 0 | 5.72e-9 |
| AP | kg SO2 eq | 1.15e+0 | 2.15e-1 | 1.43e+0 | 2.80e+0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 1.92e-1 | 8.10e-3 | 0 | 1.20e-3 |
| EP | kg N eq | 5.04e-1 | 1.84e-1 | 9.51e-1 | 1.64e+0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 2.49e-1 | 8.37e-3 | 0 | 1.31e-3 |
| SFP | kg O3 eq | 1.67e+1 | 4.50e+0 | 2.31e+1 | 4.44e+1 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 6.10e+0 | 2.02e-1 | 0 | 3.20e-2 |
| ADP-fossil | MJ | 2.02e+3 | 4.10e+2 | 8.98e+3 | 1.14e+4 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 3.03e+2 | 5.38e+1 | 0 | 4.55e+0 |
Resource Use Indicators
| Indicator | Unit | A1 | A2 | A3 | A1-A3 | B1 | B2 | B3 | B4 | B5 | B6 | B7 | C1 | C2 | C3 | C4 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| RPRE | MJ | 0 | 0 | 1.73e+3 | 1.73e+3 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 2.88e+0 | 1.18e-1 | 0 | 4.27e-2 |
| RPRM | MJ | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 |
| NRPRE | MJ | 2.27e+3 | 4.61e+2 | 1.01e+4 | 1.28e+4 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 3.06e+2 | 5.36e+1 | 0 | 4.57e+0 |
| NRPRM | MJ | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 |
| SM | kg | 9.90e+2 | 0 | 0 | 9.90e+2 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 |
| RSF | MJ | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 |
| NRSF | MJ | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 |
| FW | m3 | 3.09e-1 | 3.43e-2 | 3.09e+0 | 3.43e+0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 1.12e-2 | 5.90e-4 | 0 | 2.20e-4 |
| RE | MJ | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 |
Waste and Output Flow Indicators
| Indicator | Unit | A1 | A2 | A3 | A1-A3 | B1 | B2 | B3 | B4 | B5 | B6 | B7 | C1 | C2 | C3 | C4 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| HWD | kg | 2.96e-2 | 3.29e-3 | 2.96e-1 | 3.29e-1 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 2.09e-3 | 3.80e-4 | 0 | 2.91e-5 |
| NHWD | kg | 5.59e+0 | 6.21e-1 | 5.59e+1 | 6.21e+1 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 1.96e-1 | 7.50e-3 | 0 | 3.00e+1 |
| RWD | kg | N/A | N/A | N/A | N/A | N/A | N/A | N/A | N/A | N/A | N/A | N/A | N/A | N/A | N/A | N/A |
| HLRW | kg | N/A | N/A | N/A | N/A | N/A | N/A | N/A | N/A | N/A | N/A | N/A | N/A | N/A | N/A | N/A |
| ILLRW | kg | N/A | N/A | N/A | N/A | N/A | N/A | N/A | N/A | N/A | N/A | N/A | N/A | N/A | N/A | N/A |
| CRU | kg | N/A | N/A | N/A | N/A | N/A | N/A | N/A | N/A | N/A | N/A | N/A | N/A | N/A | N/A | N/A |
| MFR | kg | 0 | 0 | 5.61e+1 | 5.61e+1 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 |
| MER | kg | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 |
| EEE | MJ | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 |
ND = not declared. Life cycle modules: A1-A3 product stage, A4-A5 construction process, B use stage, C end of life, D benefits and loads beyond the system boundary.
Material composition
| Material/Component Category | Origin | % Mass |
|---|---|---|
| Virgin iron | North America | 6.5 |
| Alloying elements | North America | 1.5 |
| Recycled steel scrap | North America | 92 |
| Packaging material | Origin | Mass (kg) |
|---|---|---|
| Dunnage | North America | 50.8 |
| Steel Banding | North America | 1.21 |
| VCI Bag | North America | 5.86E-04 |
Hazardous substances
The products do not contain any hazardous substances according to the Resource Conservation and Recovery Act (RCRA), Subtitle 3. The products do not release dangerous substances to the environment, including indoor air emissions, gamma or ionizing radiation, or chemicals released to air or leached to water and soil. Therefore, no substances required to be reported as hazardous are associated with the production of this product.
Scenarios
End of life (C1-C4)
- Collected separately
- 1000 kg
- Recycling
- 970 kg
- Landfill
- 30 kg
Product description
Hot-rolled structural steel sections are typically used in construction applications in buildings, bridges, and industrial projects.
While a variety of steel products may be produced via hot-rolling, in the context of structural steel construction, this EPD's scope is limited to the following definition.
Hot-rolled structural steel sections are:
W-, S-, C-, and MC- shapes, angles, and
Produced at a mill whose primary output is heavy structural sections intended for subsequent fabrication and installation in buildings, bridges, and other structural applications
Hot-rolled structural steel sections specifically exclude:
Products that do not meet the definition of structural steel per AISC’s Code of Standard Practice for Steel Buildings and Bridges (ANSI/AISC 303-2022), such as H-piles, sheet pile, railroad rail, and crane rail
Products originating from a “Bar Mill”, such as rebar, MBQ, SBQ, rod, and wire
“Junior” sections, such as those under 8 inches in depth
Miscellaneous M- shapes
Interpretation
For industry average results, A3 (steelmaking) was the largest contributor to impact, amounting to 77% of the total GWP and 51-79% for all other impact categories. Transportation of feedstock materials to the mills was a minor contributor. Within the mill sites, the EAF steelmaking process is the largest contributor, representing 75% of the overall GWP results. It is also the most significant contributor to all other impacts (69% - 86%). Electricity usage at the mills represents the highest contribution to each LCIA impact category, ranging from 18% - 41% of the overall A1-A3 impacts and contributing 38% of the GWP impact.
LCIA results are relative expressions and do not predict impacts on category endpoints, the exceeding of thresholds, safety margins or risks. EPDs are comparable only when they follow the same PCR, functional unit and system boundary. The full EPD (PDF) contains the methodology, scenario assumptions and verification statement.