The objective of this study is to evaluate shrinkage of heavy weight concrete. The main parameter was replacement level of fly-ash. Test results showed that shrinkage of heavy weight concrete was higher than ACI 209 and CEB-FIP codes without replacement of fly-ash in early ages. However, in fly ash substitution rate of 20% case, shrinkage of heavey weight concrete was lower than ACI 209 and CEB-FIP codes after 35 days.