Mixture Design Study of Fiber-Reinforced Self-Compacting Concrete for Prefabricated Street Light Post Structures

Table 3

Slump flow and air content test results.

Batch	Slump flow (cm)	Air content (%)
1	59.7	5.5
2	50.8	3.5
3	63.5	6.2
4	63.7	2.4
5	58.4	6.0
6	55.9	5.0
7	63.5	4.2
8	63.5	4.4
9	66.0	4.4
10	63.5	5.5
11	63.5	4.0
12	73.7	4.4
13	63.5	3.9
14	66.0	4.8