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Table 5 Acceptance criteria for SCC according to EFNARC.

From: Utilization of Waste Glass Micro-particles in Producing Self-Consolidating Concrete Mixtures

Slump flow test V-funnel test L-box test
Slump flow classes Slump flow (mm) Viscosity classes V-funnel times (s) Passing ability classes Blocking ratio
SF1 550–650 VF1 ≤8 PA1 ≥0.8 with 2 bars
SF2 660–750 VF2 9–25 PA2 ≥0.8 with 3 bars