Freeze–Thaw Resistance and Drying Shrinkage of Recycled Aggregate Concrete Proportioned by the Modified Equivalent Mortar Volume Method

International Journal of Concrete Structures and Materials

Table 3 Concrete mixture designs and material quantities.

Test series	Mix-id	w/c (%)	RCA (%)^a	Water (kg)	Cement (kg)	Sand (kg)	Coarse Aggregate		WRA^d (ml)	AE^e (ml)	Air contents (%)
Test series	Mix-id	w/c (%)	RCA (%)^a	Water (kg)	Cement (kg)	Sand (kg)	NA (kg)	RCA (kg)	WRA^d (ml)	AE^e (ml)	Air contents (%)
1	1C-N	40.0	0	128	320	736	1157	0	0	64.0	5.0
	1C-C	40.0	100	128	320	736	0	1056	0	38.4	5.5
	1C-D	40.0	100	128	320	736	0	1038	0	38.4	5.3
2	2C-N	38.2	0	140	366	675	1220	0	4047	168.4	5.5
	2C-A	38.2	47.1	140	366	675	611	543	4047	168.4	5.5
	2E-A1^b	38.2	22.8	126	329	606	1025	303	4049	168.4	4.0
	2E-A2^c	38.2	46.8	121	318	585	708	623	4051	168.5	4.6
	2E-A3^c	38.2	72.6	117	305	563	366	969	4751	197.6	4.0