Solution:
An investigation revealed that the deck was constructed using fusion-bonded epoxy coated rebar and lack of adequate restraint to avoid shrinkage and thermal movement was causing the unusual cracking. Further investigation revealed that an unusually large amount of movement was occurring during temperature changes and this was causing the cracks to widen beyond the capability of the membrane and the crack sealant - the low internal restraint provided by the epoxy coated rebar increased the widening of the cracks.
The answer was to apply a thick membrane system over the old coating - after testing to ensure that the cold-applied reinforced sheet membrane could adequately bond to the prepare substrate. (This saved over $25,000, compared to removing the old system and applying a new thin system.) For this method of rehabilitation to be effective, it was important that the saturated concrete could adequately dry and this was confirmed by the trapped moisture dripping through the cracks once the right conditions were achieved. The concrete subsequently dried and, after more than 7-years to date, the cracks have remained sealed. |