A companion paper presented a first-principles based methodology for projecting time-to-concrete cracking/delamination for reinforced concrete exposed to chlorides in which all relevant variables (effective diffusion coefficient (D) surface chloride concentration (Cs) reinforcement cover (x) critical chloride concentration (CT) and time of corrosion propagation (TP)) were treated as distributed rather than distinct. In the present paper example analyses that incorporate a range of distributions for the above five variables and also presence of an admixed corrosion inhibitor are presented and discussed.