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Table 5 JSCE performance evaluation criteria and test results for SCC.

From: Shear Behavior and Performance of Deep Beams Made with Self-Compacting Concrete

Item

Description

1st classa (JSCE)

Test results

Construction condition

Minimum gap between reinforcements (mm)

30–60

Flowability

Slump-flow (mm)

600–700

655

Segregation resistance ability

Time required to flow through V-funnel (s)

9–20

10.64

Time required to reach 500 mm of slump-flow (s)

5–20

6.61

Self compacting ability

Filling height of U-box (mm)

≥300

≥300

  1. aData taken from JSCE (2005).