Crane operator · Joined 2010
#1 · 2d ago
Standing a 60-tonne RT on engineered fill that went in last autumn. There is no plate load test on file and the GC will not give me a bearing figure past 'it compacted fine'.
I know the correct answer is to get a number out of an engineer. Failing that, what mat area do you all take as a starting point before you start asking harder questions?
