Page 273 - New Trends in Eco efficient and Recycled Concrete

System Transport RAC Impact LCI data Exclusions LCA sensitivity beneficial category type boundaries Yes Yes GWP, CED Case specific Upstream processes Att Cradle-to- and ES 1 from the gate Ecoinvent manufacturing of database 1 virgin concrete bibliography blocks and from the end-of life (building dismantling during

Functional unit 1 m 3 (C30/37 class) 1 m 3 (C25 or C30 class) 1m 3 (C30/37 class) 1 m 3 (for single- layer precast kerbs) 1m 3 (equal compressive strength); 1m 3 (equal compressive strength, serviceability and durability)

C
Aggregate type C (28%) C (25-40%) F(0-50- 100% 1 (0-100%) C (50%) C (100%) 1 FA(0-35%)

Goal NAC vs RAC NAC vs RAC NAC vs RAC NAC vs RAC NAC vs RAC

(Continued) Geographic area Switzerland Switzerland Portugal Spain Serbia

9.4 Gayarre c
Table Reference Kleijer et al. (2017) Knoeri et al. (2013) Kurad et al. (2017) Lopez ´ et al. (2016) Marinkovi´ et al. (2017)