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nova_robotics (May 20, 2022)
If one had been called for his site analysis. He would have referred them to a civil engineering contractor who would have excavated the proposed crane pad site, then driven piles into the ground on the downside of the slope to create a stabilizing barrier, back filled with rip rap and crushed stone mixed with select fill, compacted this to 125%, then the crane could have been brought in. Expensive but often worth the cost when the strata under the surface is unknown especially on a slope or near a body of water.
You can tell there was some concern about the pad area by the way the blue hard hat was keeping an eye on it. It looked like they had decided to abort the lift and was bringing the beam section in as close as possible to set it down
Never try to tell me it can't be done
When I have to paint I use KBS products
mccwho (May 26, 2022)
mccwho (May 26, 2022)
Never try to tell me it can't be done
When I have to paint I use KBS products
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