u/FruitiestApple

I came on site to do a sign footings and baseplate inspection and saw this fillet weld. Of course the bolting in the base plate is already atrocious, but from a welding perspective, can anyone share what the issues are?

It just looks aesthetically unpleasing to me, but functionally is it okay?

Came across this while working on some other pylon signs on this property. No edge distance, missing bolts… cracked washers…

Should I be reporting this? It’s not my project or sign… seems concerning though. There’s about 5 square metres of signage being held up by two baseplates hardly attached to footings.

Those footings are over-designed and don’t even hold the sign… a total waste…