Binderly

Design Inputs

Exposure class i

Volume (m³) i

A4 - Concrete transport to site

Include A4 transport

Distance to site i

Transport to the construction site – logistics

Concrete mix

Global Per cement

Concrete strength i

Global dosage (kg/m³) i

Cement typei	Clinkeri %	Dosagei kg/m³	EFi kg CO₂ eq/kg	GWP A1–A3i kg CO₂ eq/m³	Total GWPi▲ kg CO₂ eq/m³	Δi
CEM III/B 42.5N S	30%	320	0.317	101.4	101.4	↓ 62%
CEM V/B (S-V) 32.5N SVComp	35%	320	0.342	109.3	109.3	↓ 59%
CEM V/A (S-V) 32.5N SVComp	50%	320	0.460	147.2	147.2	↓ 45%
CEM II/C-M (S-LL) 42.5N SLLComp	50%	320	0.471	150.6	150.6	↓ 44%
CEM III/A 42.5N S	50%	320	0.475	152.0	152.0	↓ 44%
CEM II/B-M (S-V-LL) 42.5N SVLLComp	60%	320	0.552	176.6	176.6	↓ 35%
LC3-50 (CC+LL) 42.5N LLCCComp	50%	320	0.565	180.8	180.8	↓ 33%
CEM II/C-M (P-LL) 42.5N PLLComp	55%	320	0.591	189.1	189.1	↓ 30%
CEM II/B-S 42.5N S	65%	320	0.594	189.9	189.9	↓ 30%
CEM II/B-V 42.5N V	70%	320	0.615	196.8	196.8	↓ 27%
CEM II/B-L 42.5N LL	70%	320	0.624	199.7	199.7	↓ 26%
CEM IV/B (P) 42.5N P	60%	320	0.662	211.8	211.8	↓ 21%
CEM II/A-S 42.5N S	80%	320	0.712	227.8	227.8	↓ 16%
CEM II/A-V 42.5N V	85%	320	0.742	237.6	237.6	↓ 12%
CEM II/A-L 32.5N LL	85%	320	0.747	239.0	239.0	↓ 11%
CEM II/A-L 42.5N LL	85%	320	0.747	239.0	239.0	↓ 11%
CEM II/A-LL 42.5N LL	85%	320	0.747	239.0	239.0	↓ 11%
CEM II/A-LL 32.5R LL	85%	320	0.747	239.0	239.0	↓ 11%
CEM IV/A (P) 42.5N P	80%	320	0.766	245.1	245.1	↓ 9%
CEM I 42.5N OPC	95%	320	0.837	267.7	267.7	↓ 1%
CEM I 42.5R OPC	95%	320	0.837	267.7	267.7	↓ 1%
CEM I 42.5N SR OPC	95%	320	0.837	267.7	267.7	↓ 1%
CEM I 52.5N OPC	96%	320	0.843	269.8	269.8	Baseline

Baseline: CEM I 52.5N · EF 0.843 kg CO₂ eq/kg · Units: A1–A3, A4, Total in kg CO₂ eq/m³ · EF in kg CO₂ eq/kg

>20% better 10–20% ≤10% / worst Baseline or worse