shin25
Structural
- Jul 4, 2007
- 430
Currently I have been prescribing concrete repair procedure for some bridge components. These repairs are for general production defects like large honey comb, spalling, etc. The product that I prescribe to do the repair with is EMACO S88 C1 for non structural conditions. Also, this product is approved by the owner.
These bridge components will be erected in one of the north eastern states in USA, where temperature fluctuation is significant.
I am concerened that in the long run the repair material (EMACO S88) may delaminate. Because, concrete and this product may not have same coeff. of thermal expansion.
What do you all think?
These bridge components will be erected in one of the north eastern states in USA, where temperature fluctuation is significant.
I am concerened that in the long run the repair material (EMACO S88) may delaminate. Because, concrete and this product may not have same coeff. of thermal expansion.
What do you all think?