Ideally that would be the next step. I have wasted so much time and resource on this. The designer and client are very inexperienced, so they think the problem could potentially be structural and become worse once the structure is loaded. I suspect this is a political/commercial move TBH...
Hello all,
I am currently working on a bridge project where some narrow cracks (0.05mm to 0.3mm) have appeared symmetrically in the shoulders at exactly 90 degrees to the face of the grout pad. These cracks appear consistently on every side of the shoulder and almost every bearing we've poured...
Hello all,
I am new to this forum and look forward to being an active participant.
For now I have a quick question, has anyone ever used a polyurethane coatings on steel formwork shutters? Or any other coatings that will allow 20 or so uses? We have procured some steel panels to install on our...
