Achievement of Early Compressive Strength in Concrete Using Sporosarcina pasteurii Bacteria as an Admixture

Table 5

Test programme.

Composition of concrete per every 1 cube of concrete
Sr. number	Set	Nutrient media (lts)	Mix design	Cement (kg)	Fine agg. (kg)	Course agg. (kg)	Water (lts)	Total number of cubes tested
1	CC	0	1 : 1.5 : 3	1.422	2.133	4.267	0.625	24
2	Set 1	0.05	1 : 1.5 : 3	1.422	2.133	4.267	0.575	24
3	Set 2	0.05	1 : 1.5 : 3	1.422	2.133	4.267	0.575	24
4	Set 3	0.1	1 : 1.5 : 3	1.422	2.133	4.267	0.525	24
5	Set 4	0.05	1 : 1.5 : 3	1.422	2.133	4.267	0.575	24
6	Set 5	0.01	1 : 1.5 : 3	1.422	2.133	4.267	0.615	24
7	Set 6	0.05	1 : 1.5 : 3	1.422	2.133	4.267	0.575	24
8	Set 7	0.015	1 : 1.5 : 3	1.422	2.133	4.267	0.61	24