The cover on a steel cable bridge would wear out extremely fast, it would also probably bunch up. But hell, give it a try, it might be just the thing.
The statement about the failed bridge looking like powder makes sense. When my Vectran bridge severed, it was so worn it looked and felt like flaky paper.
Some of you guys saw me making this at the '08 Fall Climb...
This is it dissected after it failed. Two separate eye/eye elements made from 8mm Vectran (HRC without the cover). Both were covered with a Dacron sheath from some old (very old) dynamic rock rope. They fit tightly inside the sheath and gave it an oval crossection. I rode this bridge for just over a year, best one I've ever used, smoother in transition than any webbing bridge BECAUSE it didn't bend so easily, nor did it twist and bite the way rope bridges do. I was happy with it.
This is the flaky paper effect up close.
I figured out it was toast way the hell up after a long footlock... during which I rested on it a few times. I was hanging on 25 year old sheath and #4 whipping twine. I noticed it because the rings stopped sliding (I ride two). I assume it had been way understrength for a long time.
For me, the lessons learned were:
- tech fiber is cool but it MUST remain visible, no sheath.
- if used in a bridge application, expect to change it often.
- I agree with Nick that good old polyester is probably the best bridge material available. Currently I'm using a piece of Polydyne with stopper knots... Polyester on the outside, Nylon on the inside.
- Bridges are severe duty no matter what material you use, they should be changed often, I'm going with every six months or whenever it looks too worn, which ever comes first.
I had terrible luck with webbing bridges. I use two small rings instead of one big one and they wore out super fast, that's why I made my own. I'm not sure if it was the rings but I can't think of another reason.
As long as we're on the subject of bridges, I cannot overemphasize the necessity of threadlocker on the shackles. I've also had a shackle fall off, again at height after a long FL... sometimes I wonder if I should be in a different line of work, my luck isn't good.
I check my bridge every time I climb... every single time I leave the ground. There is no substitute for just looking things over.
Those of us who had bridges fail rode them TOO LONG. That's easy to do when you can't actually see the strength elements to know that they are wearing out.
Technical rope fiber isn't suitable for long term use under continuous bending stress. I think that's well proven now but there was no way to know before. Vectran is supposed to be great with bending stress, significantly better than aramids which are known to be self abrasive. Obviously it's not regardless of what the spec sheets say.
The big take away on ALL these bridge failures is... THE SPLICING DID NOT FAIL, the material did.