Directory · EPDs · Acero

38 verified Acero EPDs

Real Environmental Product Declarations, with their full life cycle (A1→D) when the EPD declares it. Every figure with its source, its standard and its expiry date — nothing invented.

Sorted by the full life cycle: manufacturing, end of life and the module D credit or load. This is the comparable figure — sorting by manufacturing alone rewards whoever started from recycled material, because its primary footprint was charged to the previous product. 10 declarations with a different declared unit were left out: comparing figures with different accounting bases is meaningless.

Compare with care: these products assume materially different end-of-life scenarios (energy recovery versus landfill, for instance). Two products of the same material can differ threefold from this alone. Check the scenario on each record.

28 results

H
EPD verificada
FR

Hot Rolled concrete reinforcing bars

RIVA ACIER S.A.S

0,3 kg CO₂e
A1–A3
0.278
C
0.008
D
0.086
A1–D
0.372
M
EPD verificada
España

Megasa — acero corrugado (planta Narón)

Megasa Siderúrgica, S.L.

0,3 kg CO₂e
A1–A3
0.346
C
0.084
D
0.001
A1–D
0.431
W
EPD verificada
BE

Wire Rod

RIVA Thy Marcinelle S.A.

0,4 kg CO₂e
A1–A3
0.361
C
0.009
D
0.061
A1–D
0.431
H
EPD verificada
BE

Hot Rolled Concrete Reinforcing Coils

RIVA Thy Marcinelle S.A.

0,4 kg CO₂e
A1–A3
0.365
C
0.009
D
0.062
A1–D
0.436
M
EPD verificada
BE

Meshes

RIVA Thy Marcinelle S.A.

0,4 kg CO₂e
A1–A3
0.372
C
0.009
D
0.062
A1–D
0.443
W
EPD verificada
FR

Wire Rods

RIVA ACIER S.A.S

0,4 kg CO₂e
A1–A3
0.399
C
0.008
D
0.037
A1–D
0.444
B
EPD verificada
DE

Betonstahl in Ringen

RIVA Stahl GmbH

0,5 kg CO₂e
A1–A3
0.461
C
0.008
D
-0.015
A1–D
0.454
H
EPD verificada
FR

Hot Rolled concrete reinforcing coils

RIVA ACIER S.A.S

0,4 kg CO₂e
A1–A3
0.410
C
0.009
D
0.040
A1–D
0.459
W
EPD verificada
DE

Walzdraht

RIVA Stahl GmbH

0,5 kg CO₂e
A1–A3
0.470
C
0.008
D
-0.017
A1–D
0.461
B
EPD verificada
DE

Betonstahl in Matten

RIVA Stahl GmbH

0,5 kg CO₂e
A1–A3
0.464
C
0.008
D
-0.010
A1–D
0.462
W
EPD verificada
FR

Welded Mesh

RIVA ACIER S.A.S

0,4 kg CO₂e
A1–A3
0.417
C
0.008
D
0.037
A1–D
0.462
S
EPD verificada
DE

SAS Gewindestahl SAS 500/550, SAS 500/600 ULTS, SAS 500/700, SAS 550/620, SAS 555/700, SAS 670/800, SAS 800/950 FL, SAS 900/1050 FC, SAS 900/1050 SN

Stahlwerk Annahütte Max Aicher GmbH & Co. KG

0,7 kg CO₂e
A1–A3
0.679
C
0.007
D
-0.113
A1–D
0.573
C
EPD verificada
España

Celsa — perfiles y barras de acero (DAP sectorial)

Celsa Group

0,5 kg CO₂e
A1–A3
0.493
C
0.105
D
-0.002
A1–D
0.595
S
EPD verificada
España

Siderúrgica Sevillana — acero (DAP sectorial)

Siderúrgica Sevillana

0,5 kg CO₂e
A1–A3
0.493
C
0.105
D
-0.002
A1–D
0.595
S
EPD verificada
España

Siderúrgica Balboa — acero corrugado

Siderúrgica Balboa (Grupo Megasa)

0,5 kg CO₂e
A1–A3
0.500
C
0.111
D
0.000
A1–D
0.611
W
EPD verificada
DE

Walzdraht

ESF Elbe-Stahlwerke Feralpi GmbH

0,6 kg CO₂e
A1–A3
0.587
C
0.007
D
0.060
A1–D
0.654
B
EPD verificada
DE

Betonstahl in Stäben

ESF Elbe-Stahlwerke Feralpi GmbH

0,6 kg CO₂e
A1–A3
0.593
C
0.007
D
0.060
A1–D
0.660
B
EPD verificada
DE

Betonstahl in Ringen

ESF Elbe-Stahlwerke Feralpi GmbH

0,6 kg CO₂e
A1–A3
0.599
C
0.008
D
0.060
A1–D
0.667
B
EPD verificada
DE

Betonstahlmatten

ESF Elbe-Stahlwerke Feralpi GmbH

0,6 kg CO₂e
A1–A3
0.608
C
0.007
D
0.060
A1–D
0.675
B
EPD verificada
DE

Betonstahl in Stäben

Lech-Stahlwerke GmbH

0,6 kg CO₂e
A1–A3
0.625
C
0.007
D
0.051
A1–D
0.684
W
EPD verificada
UZ

Weldable hot rolled reinforcing steel bars

LI DA METAL TECHNOLOGY LLC

0,9 kg CO₂e
A1–A3
0.888
C
0.007
D
-0.044
A1–D
0.851
S
EPD verificada
DE

SAS Gewindestahl (SAS E360, SAS 450/700, SAS 650/800, SAS 670/800, SAS 750/875 FS, SAS 900/1100 FA, SAS 900/1100 FX, SAS 950/1050, SAS 1100/1320)

Stahlwerk Annahütte Max Aicher GmbH & Co. KG

1,0 kg CO₂e
A1–A3
0.998
C
0.008
D
-0.063
A1–D
0.943
S
EPD verificada
UZ

Steel rebar B500B/ K500C-T/ K500B-T/ B500NC

Uzmetkombinat

1,6 kg CO₂e
A1–A3
1.6
C
0.007
D
-0.441
A1–D
1.1
R
EPD verificada
UA

Reinforcing stabilized three and seven-wire strands with and without dents with a nominal tensile strength of 1670÷1860 N /mm2 with a diameter of 6.5÷15.7 mm (PC-strand)

PJSC "STALKANAT"

2,8 kg CO₂e
A1–A3
2.8
C
0.007
D
-1.3
A1–D
1.5
S
EPD verificada
UA

Steel fiber: waved(undulated), with hooked ends, with flattened ends

PJSC "STALKANAT"

2,5 kg CO₂e
A1–A3
2.5
C
0.007
D
-1.0
A1–D
1.5
P
EPD verificada
RER

Painted steel structures

SIA BELMAST

2,4 kg CO₂e
A1–A3
2.4
C
0.010
D
-0.741
A1–D
1.7
S
EPD verificada
DE

SAS 835/1035

Stahlwerk Annahütte Max Aicher GmbH & Co. KG

3,0 kg CO₂e
A1–A3
3.0
C
0.008
D
-1.0
A1–D
2.0
Z
EPD verificada
RER

Zinc coated steel structures

SIA BELMAST

2,7 kg CO₂e
A1–A3
2.7
C
0.011
D
-0.702
A1–D
2.1