Page 277 - New Trends in Eco efficient and Recycled Concrete

System Transport RAC Impact LCI data Exclusions LCA sensitivity beneficial category type boundaries No Yes GWP, CED Bibliography Iron scrap recovered Att Cradle-to- and MU gate Abiotic depletion (ADP), Acidification (AP), Air pollution (aP), Cumulated energy demand (CED), Consumption of primary mineral resources (CMR),

Functional unit 1 m 3 of fresh (B25 concrete strength class, KR consistency and indoor use)

Aggregate type C (35-45%) including B (0-10-30%) Fine recycled aggregate (F), Coarse recycled aggregate (C), Fly ash (FA) and B (brick recycled aggregate). Replacement percentages in brackets. Photochemical ozone creation potential (POCP), Terrestrial ecotoxicity,(TET), Waste generation (WG), Water usage (WU), Water pollut

Goal NAC vs RAC

(Continued) Geographic area Germany Centre of National Material Life Cycle Assessment (CNMLCA).

9.4 Attributional (Att) and Consequential (Con).
Table Reference Weil et al. (2006)