To investigate the influence of scaled plate parameters on the experimental data, impact experiments within a test series of 15 reinforced concrete (RC) plates were carried out at the drop tower facility of the Otto-Mohr-Laboratory of the Technische Universität Dresden, using the accelerated mode. Therefore, three different scales were used to reduce respectively enlarge the internal parameter of the RC specimen as well as the external parameter of the impactor equally. Five different impact velocity levels with three specimen each were realized. Finally, the local damage caused by spalling and scabbing as well as the global behaviour of the tested specimens were evaluated.