Epoxy-coated reinforcement (ECR) has been used in bridge decks in Ontario since 1979, and in substructure components since 1981. Since the epoxy resin is not electrically conductive, one of the practical disadvantages of using ECR is the lack of effective non-destructive corrosion evaluation techniques. This is the final report of research initiated in 2001 to develop a protocol for conducting condition surveys on structures constructed with ECR. The report begins with a review of the history of ECR use in Ontario, the performance of ECR as reported in the literature, condition survey procedures used by the Ministry of Transportation, and non-destructive test methods that could be applicable to ECR reinforced concrete elements. Part 5 presents the ECR bridge component condition survey protocol that was developed in the research, including details of field & laboratory tests. Part 6 contains a procedure for predicting the service life of bridge components constructed with ECR. Part 7 provides estimates for the cost of carrying out the proposed condition surveys, and compares them with the cost of condition surveys on bridge elements containing black steel using current procedures. Appendices include a user guide to the condition survey protocol.