A main reason behind reinforced concrete structural deterioration is chlorideinduced corrosion. Once the critical chloride concentration is exceeded at the rebar level, the structure becomes susceptible to corrosion initiation. Corrosion propagates progressively, degrades the resistance capacity of the structure and decreases the design safety margin. To mitigate this risk, a stochastic sequential data assimilation technique based on chloride concentration measurements and the Polynomial Chaos Kalman Filter (PCKF) is presented. The Power of PCKF lies in its sampling free scheme and polynomial structure to represent uncertainty. In modeling chloride ingress mechanism, different independent sources of uncertainty should be incorporated in the system including, mathematical model simplification errors, parametric errors, boundary condition errors, and time independent sensors errors. In such circumstances, the curse of dimensionality hinders the efficiency and the applicability of PCKF, due to the exponential growth of the required bases to account for the added uncertainties. This study presents a practical framework to maintain an acceptable accuracy of PCKF without scarifying the computational efficiency of the filter. A one dimensional synthetic numerical example is presented to verify the efficiency of the proposed implementation scheme.