Is the quality of the floor slab sufficient?

Hello everyone,

according to the B&L description, our floor slab should consist of at least 25 cm thick WU reinforced concrete. I don't believe this has been adhered to everywhere (see photo). I haven't measured it yet, as I haven't been in the excavation pit. I am quite skeptical about the quality of the execution. Or is this tolerable from a structural engineering perspective?

Looks bad! Next to the 20 cm

Looks bad! Besides the 20 cm

Why exactly?

Hello

someone botched the clean layer.
A structural engineer has to take a look and give their OK. It may also be that they say NO!

Steven

So the decision has been made: demolition and reconstruction. Especially since at one point, the vertical reinforcement from the base plate for the wall was not done over a length of about 0.5m and the gap was only closed with horizontal braces. Thank you all for your opinions!

the farmer does that with ??