The three critical areas of the dam’s structure were identified as the Spillway, Piers and Dam Top.The problem areas identified included deteriorated concrete surfaces, loose construction joints, structural cracks, alligator cracking due to AAR, corrosion of embedded reinforcement, spalling, voids in concrete elements, and deteriorated brittle epoxy repairs of cracks in the piers from earlier maintenance. The evaluation report established specific criteria for the repair solution, namely, it should be integral and become a permanent part of the concrete matrix, provide protection of embedded reinforcement steel, resist chemical attack, suppress AAR and ASR, self-heal existing cracks and provide long term waterproofing and protection to the structure.