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

Table 2

Material proportions for FRSCC mixtures.

Batch	Cement (kg)	Fly ash (kg)	Silica fume (kg)	Sand (kg)	Gravel (kg)	Fibers (kg)	Water (kg)	AEA (ml)	HRWRA (ml)	VMA (ml)
1	448	119	28	761	791	2.98	215	62	3288	132
2	448	119	28	719	749	2.98	185	78	3288	132
3	448	119	28	683	813	2.98	215	105	4086	272
4	448	119	28	683	813	2.98	215	93	4086	272
5	448	119	28	683	813	2.98	179	93	4358	272
6	448	91	57	689	813	2.98	197	78	4358	272
7	448	119	28	683	813	2.98	197	47	4358	272
8	448	119	28	683	813	2.98	197	156	4358	389
9	448	119	28	683	813	2.98	197	93	4475	525
10	448	119	28	683	813	2.98	197	93	4358	545
11	448	119	28	683	813	2.98	197	93	4736	525
12	448	119	28	683	813	2.98	215	93	4475	876
13	448	119	28	683	813	2.98	215	93	4358	545
14	448	119	28	683	813	2.98	209	93	4747	545