Typically, resilient modulus ( M r ) of recycled mixes, containing bitumen emulsion and cement, will increase upon curing. Hence, assigning a design M r for these mixes will be more complex than the case of conventional hot mixes. Furthermore, M r testing facilities are not generally available in many project sites. Therefore, developing a model that could estimate M r from ordinary testing methods would be quite appropriate. In this research, upon performing indirect tensile strength test (ITS) and determining M r of specimens at different testing temperatures (−10, 5 and 25 °C) and curing times (7, 28 and 120 days), two models have been developed to estimate the M r of recycled mixes with bitumen emulsion and two types of cements (type I and pozzolanic cement). The results showed that increased curing time and cement content and decreased testing temperature led to increased ITS and M r values. For both tests the effect of temperature was more pronounced than two other parameters. The models were developed by two steps. First the relationship between ITS and M r at similar testing conditions was determined for each cement type. This was done by a linear relationship. In the second step, the relationship was adjusted to consider the effects of temperature and curing time. Using the final model, M r of studied mixes could be estimated from ITS testing results at similar or different testing conditions.