Environmental Product Declaration
Epoxy-Coated Fabricated Steel Rebar
by CMC
Environmental Product Declaration (EPD) for Epoxy-Coated Fabricated Steel Rebar, manufactured by CMC. Declaration SmartEPD-2025-086-0606-01, prepared according to UL Part B: Designated Steel Construction Products, valid until August 25, 2030.
- Declared unit
- 1 metric ton of product
- Valid until
- August 25, 2030
- PCR
- UL Part B: Designated Steel Construction Products
Declaration details
- Manufacturer
- CMC
- Program operator
- Smart EPD
- Declaration number
- SmartEPD-2025-086-0606-01
- Date of issue
- August 25, 2025
- Valid until
- August 25, 2030
- Product category rules (PCR)
- UL Part B: Designated Steel Construction Products (version 2)
- Standard
- ISO 14025:2006 and ISO 21930:2017
- Declared unit
- 1 metric ton of product
- System boundary
- Cradle to gate (A1 - A3)
- Product specificity
- Product Average
- Manufacturing specificity
- Manufacturer Average
- Manufacturing plants
- CMC - Mesa, AZ (11444 East Germann Road, Mesa, AZ, USA); CMC - Jacksonville, FL (16770 Rebar Road, Jacksonville, FL, USA); CMC - Sayreville, NJ (1 Crossman Road North, Sayreville, NJ, USA); CMC - Cayce, SC (CMC Steel South Carolina, New State Road, Cayce, SC, USA); CMC - Knoxville, TN (1919 Tennessee Avenue, Knoxville, TN, USA); CMC - Seguin, TX (CMC Steel Texas, Steel Mill Drive, Seguin, TX, USA); CMC - Durant, OK (584 Old Highway 70, Durant, OK, USA); CMC - Durant, OK (584 Old Highway 70, Durant, OK, USA); CMC - Durant, OK (584 Old Highway 70, Durant, OK, USA); CMC - Durant, OK (584 Old Highway 70, Durant, OK, USA); CMC Rebar - Kankakee, IL (780 Eastgate Industrial Parkway, Kankakee, IL, USA); CMC Rebar - Waxahachie, TX (901 Cantrell Street, Waxahachie, TX, USA)
- Product category
- Steel › RebarSteel
- Verifier
- Brandie Sebastian
- LCA software
- GaBi 10.9.1.10
- Program instructions
- Smart EPD General Program Instructions v.1.0, November 2022
Life cycle assessment results
Results per 1 metric ton of product.
Environmental Impact Assessment Results
| Indicator | Unit | A1 | A2 | A3 | A1-A3 |
|---|---|---|---|---|---|
| GWP-total | kg CO2 eq | 7.19e+2 | 2.21e+1 | 1.08e+2 | 8.50e+2 |
| ODP | kg CFC 11 eq | 5.05e-10 | 1.96e-12 | 8.92e-10 | 1.40e-9 |
| AP | kg SO2 eq | 1.14e+0 | 7.24e-2 | 5.14e-1 | 1.72e+0 |
| EP | kg N eq | 7.29e-2 | 5.71e-3 | 2.16e-2 | 1.00e-1 |
| POCP | kg O3 eq | 1.81e+1 | 1.83e+0 | 8.17e+0 | 2.81e+1 |
| ADP-fossil | MJ | 7.76e+3 | 2.79e+2 | 1.82e+3 | 9.85e+3 |
| Indicator | Unit | A1 | A2 | A3 | A1-A3 |
|---|---|---|---|---|---|
| GWP-total | kg CO2 eq | 7.14e+2 | 2.21e+1 | 1.08e+2 | 8.45e+2 |
| ODP | kg CFC 11 eq | 5.32e-10 | 1.96e-12 | 8.92e-10 | 1.43e-9 |
| AP | kg SO2 eq | 1.13e+0 | 7.24e-2 | 5.14e-1 | 1.72e+0 |
| EP | kg N eq | 7.26e-2 | 5.71e-3 | 2.16e-2 | 9.99e-2 |
| POCP | kg O3 eq | 1.80e+1 | 1.83e+0 | 8.17e+0 | 2.80e+1 |
| ADP-fossil | MJ | 7.70e+3 | 2.79e+2 | 1.82e+3 | 9.79e+3 |
Resource Use Indicators
| Indicator | Unit | A1 | A2 | A3 | A1-A3 |
|---|---|---|---|---|---|
| RPRE | MJ, LHV | 1.70e+3 | 4.28e+1 | 2.11e+3 | 3.86e+3 |
| RPRM | MJ, LHV | 0 | ND | ND | 0 |
| NRPRE | MJ, LHV | 8.80e+3 | 3.13e+2 | 2.10e+3 | 1.12e+4 |
| NRPRM | MJ, LHV | 4.49e+2 | ND | ND | 4.49e+2 |
| SM | kg | 1.14e+3 | ND | 0 | 1.14e+3 |
| RSF | MJ, LHV | ND | ND | 0 | 0 |
| NRSF | MJ, LHV | ND | ND | 0 | 0 |
| RE | MJ, LHV | ND | ND | 0 | 0 |
| FW | m3 | 2.68e+0 | 4.82e-2 | 4.16e-1 | 3.14e+0 |
| Indicator | Unit | A1 | A2 | A3 | A1-A3 |
|---|---|---|---|---|---|
| RPRE | MJ, LHV | 1.96e+3 | 4.28e+1 | 2.11e+3 | 4.11e+3 |
| RPRM | MJ, LHV | 0 | ND | ND | 0 |
| NRPRE | MJ, LHV | 8.71e+3 | 3.13e+2 | 2.10e+3 | 1.11e+4 |
| NRPRM | MJ, LHV | 4.49e+2 | ND | ND | 4.49e+2 |
| SM | kg | 1.14e+3 | ND | 0 | 1.14e+3 |
| RSF | MJ, LHV | ND | ND | 0 | 0 |
| NRSF | MJ, LHV | ND | ND | 0 | 0 |
| RE | MJ, LHV | ND | ND | 0 | 0 |
| FW | m3 | 2.65e+0 | 4.82e-2 | 4.16e-1 | 3.11e+0 |
Waste and Output Flow Indicators
| Indicator | Unit | A1 | A2 | A3 | A1-A3 |
|---|---|---|---|---|---|
| HWD | kg | 1.64e-1 | ND | 0 | 1.64e-1 |
| NHWD | kg | 1.05e+1 | ND | 3.68e+0 | 1.42e+1 |
| HLRW | kg | 6.29e-4 | 1.43e-5 | 9.41e-5 | 7.38e-4 |
| ILLRW | kg | 5.30e-1 | 1.20e-2 | 7.87e-2 | 6.21e-1 |
| CRU | kg | ND | ND | ND | ND |
| MFR | kg | 3.54e+1 | ND | 5.02e+0 | 4.05e+1 |
| MER | kg | ND | ND | 0 | 0 |
| EEE | MJ, LHV | ND | ND | 0 | 0 |
| Indicator | Unit | A1 | A2 | A3 | A1-A3 |
|---|---|---|---|---|---|
| HWD | kg | 1.64e-1 | ND | 0 | 1.64e-1 |
| NHWD | kg | 1.05e+1 | ND | 3.68e+0 | 1.42e+1 |
| HLRW | kg | 6.16e-4 | 1.43e-5 | 9.41e-5 | 7.25e-4 |
| ILLRW | kg | 5.19e-1 | 1.20e-2 | 7.87e-2 | 6.10e-1 |
| CRU | kg | ND | ND | ND | ND |
| MFR | kg | 3.54e+1 | ND | 5.02e+0 | 4.05e+1 |
| MER | kg | ND | ND | 0 | 0 |
| EEE | MJ, LHV | ND | ND | 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 |
|---|---|---|
| Recycled steel | GLO | >97% |
| Carbon | GLO | 0% - 2% |
| Manganese | GLO | 0% - 2% |
| Silicon | GLO | 0% - 2% |
| Chromium | GLO | 0% - 2% |
| Nickel | GLO | 0% - 2% |
| Molybdenum | GLO | 0% - 2% |
| Vanadium | GLO | 0% - 2% |
| Copper | GLO | 0% - 2% |
| Tin | GLO | 0% - 2% |
| Sulfur | GLO | 0% - 2% |
| Phosporus | GLO | 0% - 2% |
| Pig Iron | GLO | 0% - 1% |
| Biogenic carbon content | kg C per metric ton |
|---|---|
| Biogenic carbon content in product | 0 |
| Biogenic carbon content in accompanying packaging | 0 |
Hazardous substances
No regulated hazardous or dangerous substances are included in this product.
Product description
Rebar, also known as reinforcing steel, is an essential component in construction, commonly used in bridges, buildings, skyscrapers, homes, warehouses, and foundations to enhance the strength of concrete structures. Uncoated reinforcement bars (coiled, spooled, straight; deformed or smooth) primary function is to reinforce concrete, which is naturally weak in tension, by leveraging the tensile and compressive strength of steel, as defined by the Concrete Reinforcing Steel Institute (CRSI).
The surface of rebar is often patterned to form a better bond with concrete and can be epoxy-coated at CMC Epoxy-Coating Fabrication facilities to mitigate corrosion under certain environmental conditions. Similar to fabrication, this can occur at a number of epoxy-coating fabrication facilities. In order to represent the epoxy-coating fabrication process, two representative facilities were averaged and used as a proxy for fabrication.
Interpretation
For epoxy-coating fabricated rebar products, the impact assessment results indicate Module A1, i.e. raw materials including unfabricated steel product, is the key contributor to environmental impact categories including global warming potential, acidification potential, smog formation potential, eutrophication potential, and abiotic resource depletion potential of fossil energy resources. Module A2, i.e. transport to the fabrication facility, is not the most significant contributor to any impact category. Module A3, i.e. fabrication, is the key contributor to ozone depletion potential.
The interpretation diagram represents the epoxy-coated fabricated rebar product (without RECs).
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.