Experimental Study on the Size Effect on the Probability Distribution of Concrete Compressive Strength

Table 3

Concrete compressive strengths of the tested cubic specimens.

Specimen no.	70–01	70–02	70–03	70–04	70–05	70–06
(MPa)	37.35	40.14	39.65	43.31	48.74	41.64
Specimen no.	70–07	70–08	70–09	70–10	70–11	70–12
(MPa)	45.24	40.22	46.52	48.71	41.10	45.40
Specimen no.	70–13	70–14	70–15	70–16	70–17	70–18
(MPa)	48.93	51.29	36.62	48.34	44.39	49.72
Specimen no.	70–20	70–21	70–22	70–23	70–24	70–25
(MPa)	41.01	51.60	46.90	53.77	49.45	51.63
Specimen no.	70–26	70–27	70–28	70–29	70–30
(MPa)	46.36	45.17	47.56	42.33	49.36
Specimen no.	100–01	100–02	100–03	100–04	100–05	100–08
(MPa)	42.61	43.04	43.01	38.69	43.21	46.67
Specimen no.	100–09	100–10	100–11	100–12	100–13	100–15
(MPa)	49.99	46.81	43.62	42.54	41.34	44.60
Specimen no.	100–16	100–17	100–19	100–20	100–21	100–23
(MPa)	48.22	40.74	46.91	47.13	46.45	43.27
Specimen no.	100–24	100–25	100–26	100–27	100–29	100–30
(MPa)	42.11	38.29	45.73	43.13	42.77	44.91
Specimen no.	150–01	150–02	150–03	150–04	150–05	150–06
(MPa)	46.65	42.97	42.53	43.00	46.62	45.51
Specimen no.	150–07	150–08	150–09	150–10	150–11	150–12
(MPa)	44.91	42.31	42.61	41.17	44.80	40.90
Specimen no.	150–13	150–14	150–15	150–16	150–17	150–18
(MPa)	45.03	43.11	40.84	44.38	42.03	44.64
Specimen no.	150–19	150–20	150–21	150–22	150–23	150–24
(MPa)	41.17	43.37	43.67	41.96	44.79	43.38
Specimen no.	150–25	150–26	150–27	150–28	150–29	150–30
(MPa)	38.93	44.89	42.35	42.73	41.01	42.89