When cured in air, 'self-cure' concrete possesses improved properties
in comparison to identically cured controls. This paper reports the re
sults of several durability tests conducted on self-cure concrete spec
imens. It was found that initial surface absorption, chloride ingress,
carbonation, corrosion potential and freeze / thaw resistance charact
eristics were all better in air cured self-cure concrete than in the a
ir cured control. This improvement appears to be dependent on admixtur
e dosage, and although the durability properties obtained in this stud
y were not as good as the film cured concrete controls, it may be poss
ible to achieve such properties with higher quantities of self-cure ch
emical.