Richard Mumford-yoyoman
Been here a while
- Location
- Atlanta GA
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I did load and release these with about 200 pounds each before I did the pull test.I was surprised to see several of the double overhand knots seemed to be rolling out.
Granted that didn't seem to happen until the failure was imminent, and the tensile forces were very high.
Obviously, that knot should be tight-tight-tight before using it as the bridge.
I now know 4 very-very good climbers that have had /or were exposed to, figure-8 stopper knots roll out. (not related to use as bridge)
Therefore my go-to stopper knot, for quite sometime, has been a double overhand.
I know of one very good climber that has used a triple overhand stopper knot.
Just comments .....................
Yes, no torn stitching or stretching on the webbing and no defamation on the forward rings. Impressive.Richard, did you inspect the tree motion after testing? Any damage to webbing or stitching?
Aside, I'm happy to see the bridge pull test. With all the talk of bend radius, my greatest concern has been the bend at the d's. Suspicion confirmed.
Thanks for your work and dedication in this industry, Richard.
I knew you would tighten the knots. My post was more of a general comment / caution.I did load and release these with about 200 pounds each before I did the pull test.
I have a couple of old bridges I could send you of you'd likeI would love to get a whole bunch of used bridges, know their history and give them a pull.
A man must have his priorities."Honey, why is the laundry room on the back porch, now?"
"I had to make room for the break test machine."
"Why?"
"So that I can break shit for my weird fr
PM me for address info.I have a couple of old bridges I could send you of you'd like