Concrete industry and its related industries are considered as the most important infrastructure development of the country .In accordance with the Comprehensive Document of Concrete Perspectives 1404, the increase in the compressive strength of concretes to at least 50 MPa and the prolongation of the useful life of concrete structures at the end of this program is essential .In order to achieve these goals, the ratio of water to cement should be reduced in the mixing plant, which makes the use of concrete super plasticizer inevitable .Slump retention admixture with the effect of Steric hinders will keep the concrete mixture in good workability for long periods of time. However, retarder super plasticizer with electrostatic effects are delayed concrete setting and thus prevent slump reduction .In this study, the effect of the presence of these two types of additive on three concrete mix designs with a water-to-cement ratio of 0.4 and 350 kg/m3 cement on slump, slump retention and compressive strength have been investigated. The results of this study show that in concrete mix design with high range water reducer and retarder Compared to the control mix, a 15% increase in compressive strength of 28 days was observed and the slump decreased after 60 minutes of 85 mm. The use of slump retention super plasticizer in the same concrete mix design increased 33% the compressive strength was 28 days, and no decrease in slump parameter was observed after 60 minutes.