The radiant installers are great at providing details/feedback in regards to the snow melt, but have not provided any industry guidance in regards to reinforcing/jointing requirements for the concrete slab design itself.
I am looking at adding a hydronic snow melt system to concrete pavement. Any recommendations for design guidance? Typically I would design the pavement using the PCA, Thickness Design for Concrete Highway and Street Pavements.
Any guidance is greatly appreciated!
