Experimental Analysis of Recycled Aggregate Concrete Beams and Correction Formulas for the Crack Resistance Calculation

Table 8

Basic test parameters.

Aggregate type	Specimen number
NC	NAC	37.1	29.7	41.6
		36	28.6	41.4
		33.2	27.1	41.2
RAC	RAC-30	37.5	30.5	35.4
		35.8	29	33.7
		35.5	27.7	32.1
	RAC-50	34.9	29.1	30.8
		34.7	28.6	30.1
		34.5	28.3	31
	RAC-70	32.9	28.2	30.9
		32.2	27.5	30.4
		31.2	27.3	30.2
	RAC-100	30.9	29.4	28.5
		30.3	27.5	27
		29.6	26.3	26.3