In this study, lightweight armoured panels were designed using ultra high performance fibre reinforced concrete (UHPFRC) and experimental testing was conducted. Panels were cast with the dimensions of 1040 mm × 535 mm × 38 mm to limit their mass to approximately 50 kg and allow them to be carried by two individuals. These panels were designed to be a part of a modular protective system that could be used to protect key infrastructure and assets in a deployed military environment. Experimental quasi-static and dynamic tests were conducted. Quasi-static tests were done to determine a baseline loading capacity of the panels using three-point flexural bending. Dynamic testing was conducted using a pendulum-type impact hammer that could vary the amount of impact energy by altering the drop height of the hammer. Residual panel strength was determined after each panel was tested dynamically by using the same three-point flexural bending test that was used for quasi-static testing. All tests were conducted with panels at ambient laboratory temperatures and extreme cold temperatures to simulate Arctic conditions. Panels were tested at Arctic temperatures to determine their feasibility protecting critical infrastructure in Canada's Arctic. The testing demonstrated that the UHPFRC panels could resist impact loads with energies up to 2000 J without complete failure. Panels were not adversely affected by the extreme cold temperatures and in fact displayed increased effectiveness at cold temperatures. Single degree of freedom (SDOF) modelling was used to predict panel deflections based on various impact energies. The model developed can accurately predict peak displacements based on impact loading data.