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Table 3 Fresh properties of SCC mixtures.

From: Self-Consolidating Concrete Incorporating High Volume of Fly Ash, Slag, and Recycled Asphalt Pavement

Mix ID

T50 (s)

T50 with J-Ring (s)

Segregation index (SI)

SP (ml/m3)

Mix 1

3

5

0–1

1000

Mix 2

2

4

0

1143

Mix 3

3

5

0–1

857

Mix 4

1

2

0

1000

Mix 5

9

10

0

714

Mix 6

1.5

1

0

1000

Mix 7

7

8

2

429

Mix 8

4

4

0

1143

Mix 9

3

7

0

714

Mix 10

3

15

0

857

Mix 11

4

4

0

429

Mix 12

4

10

0–1

1429