mbedle
Well-known member
Wow, everyone is jumping on Borvig fast. This is a bit different, it is the concrete footing/anchor that gave way. Could it be a design flaw from Borvig engineering? Possibly. Could it be poor concrete from the supplier when poured? Possibly. Could it be bad site selection for the footing? Possibly. We'll have to wait for the investigation results to know for sure. I can tell you as I ski a ton there, where the Spruce top anchor is, that terrain it sits in is like a bowl. Rain water does not drain well away from that footing (or several of the tower footings towards the top as well). I have a feeling drainage will be sited as a major factor here. If the ground started giving first, allowing a touch of movement of the anchor, that could have been enough force to then rip apart the concrete/rebar structure like you see if a picture. That anchor has to exert a massive amount of force 24/7 just to counter the empty lift.
My guess is if they repair, the top terminal gets moved above the current unload (like more in line almost with the patrol shack at the top) to give that footing better drainage. As for the carpet, it could not be used with a Quad. It is not wide enough for four abreast loading.
The drainage is a good theory combined with maybe a bad batch of concrete. Weak layer with water infiltration, freeze/thaw condition would ultimately cause a failure. Based on what looks to be staining in the area of the re-bar, I would guess at this point, you are correct.