Growing environmental pollution, rapid depletion of natural resources (virgin), need for larger areas of landfill and the increased cost of landfill are the factors that led to focus on the recycling of concrete and the demolition of waste in the new concrete. The principle of recycling for sustainable construction was adopted during the present study by recycling plastic and glass waste as an alternative to aggregates in concrete. Eight concrete mixes were tested, and production of green concrete with waste content of 35% and residual strength about 83% was achieved. The dynamic properties of green concrete under impact load were calculated. Dynamic properties are very useful in the design of civil structures exposed to impact loads such as a gas explosion, runways, etc. CEB-FIP Model code (2010) show the most inclusive forms for expecting the strain rate development of concrete. The dynamic of compressive and flexural calculated by CEB-FIP models under strain rates range 10−2 and 100. This range used to predict dynamic loads in structures of civil engineering within the quasi-static strain level.