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so thank you everyone so much for being here iamp;#39;m excited to present some of our work here at uconn on the field implementation of uhpc beam end repairs on steel girder bridges in connecticut so iamp;#39;m going to start off with just some background on the repair some previous research that got us to the point of field implementations and then iamp;#39;ll provide an overview of the two different implementations that iamp;#39;ll be discussing the two bridges one is a full height repair and one is a partial height repair so this gives a really great overview of how flexible this repair can be and hopefully give everyone some ideas about how it can be implemented on other steel bridges with corrosion damage iamp;#39;ll move on to them some key findings so far and some acknowledgements i wanted to start off discussing why we are using this repair in the first place what is the real problem that weamp;#39;re solving and that is the extensive corrosion on beams that occurs benea
