Bolting in NC – Moore’s Wall

An unknown climber wrote this comment on an old post of mine.  I think he or she has a really good point.

Climbed at Moores Wall, NC last week and there must have been 10 people waiting to rap down the sentinel anchor. There were two people on Zoo View, two on Air Show and at least 6 on the ledge.

There is a big discussion on rockclimbing.com about putting in more anchors around Moores Wall. This issue has been discussed for years and seems to never go anywhere.

So does anyone actually know if they are going to put in some bolted anchors above certain one pitch routes to make it easier to get down so we can do more routes in a day instead of waiting for 45 minutes to get down????

I would put them in myself since I have bolted a lot of routes an CO but everyone around NC states they will be cut.

I think the next step is to call the Hanging Rock State Park and explain that there are more and more inexperienced climbers coming to Moores and someone is going to hurt themselves if we don’t get safer anchors up.

I have been climbing for 12 years and I saw some very unsafe issues this weekend.

FYI

As rock climbing becomes more popular in North Carolina the standard exits are becoming overwhelmed which is creating a real danger.  The ledge referenced above is fairly substantial, maybe a large pickup truck bed, but six people on it is getting a little too cozy.  What are your thoughts?  Should Moore’s Wall get new bolts?

Quick Link – Cross Loading a Carabiner When Slinging Trees

I am guilty of not paying attention to this detail that can dramatically reduce the force a biner can handle.

From the American Alpine Institute’s blog:

Surprisingly, there is one mistake that both beginners and advanced climbers alike tend to make. Many people will wrap a tree with a sling and then clip the sling. Often the sling is wrapped around the tree in such a way that it is loading the carabiner improperly. A carabiner that is loaded from three directions is often referred to as being triaxally or tri-directionally loaded. This is very very bad… (link to the article with pictures)

American Alpine Institute

New River Gorge, WV – Bridge Buttress

I recently headed up to New River Gorge to do some rock climbing.  Considering I had never been there it seemed like something I should do before I move from the east coast to the PNW.  Planning is not my M.O. but I was meeting a bunch of my brother’s friends at New River Gorge and this was the only weekend that fit everyone’s schedule.  The downside to planning a weekend in advance and what I use as an excuse for not planning is that you are at the mercy of the weather.  The gamble on this weekend did not payoff and we got rained on pretty steadily which sucked.

We went to the NRG to climb and climb we did, weather be damned.  We originally planned to climb at Bubba City but as the heavens opened up that plan was quickly derailed.  Hoping that the rain would pass we all huddled under overhangs in a rather futile attempt to stay dry.  There was a brief break in the rain and Dave decided to put up a top rope on a damp 5.7 but other than that it was a bust.

As the weather continued to deteriorate the consensus was that we should head over to Bridge Buttress and climb under the shelter of a gigantic roof.  When we got there I was pretty impressed by the size of the roof.  It had to be at least 30 feet deep.  The crazy thing about the roof was not its size but rather the fact that the roof was bolted.  I can hardly imagine climbing a roof that deep and that steep.

Dave got on the rock a little before me and started putting up the first pitch of High Times at 5.10c.  In good fashion he started hiking it but struggled at the top which involved some friction steps.  The rock was sweaty and the crack was in his words “moist.”   Last I checked friction moves don’t go along with wet rock but he assured me the rock was fine after he scrambled to the anchors.

I’ve been trying to suck it up lately and lead more, especially when I’m scared and conditions are less than ideal.  There happened to be a very short 5.7 crack on the wall (Horton’s Tree) and I decided that I had to force my way up it.  After racking up and making sure my chalk bag was full I started up it and by “started up it” I mean slid off the start about a dozen times.  Despite the pit in my stomach I was resolved to get up it.  1/2 a chalk bag later, the crack went from wet to damp and the feet went from slick to sweaty.  Despite my poor form, in the end I thrashed and dangled my way up it and to me that is what counts.  Funny thing is, about an hour later I TRed it smooth like butta.

I don’t typically climb with a large group at popular crags so I rarely see bona fide strong climbers working hard routes.  Prior to the New River Gorge trip I had never seen someone put up a 5.12 line.  With a top rope already set up on High Times, Dave danced his way up Let the Wind Blow at 5.12a.  I have to say that I am now inspired to climb “hard” and even though I probably will never be able to climb harder than say 5.11 on TR, I am determined to become a 5.10 trad climber.  Maybe that is unrealistic but with some serious gym time and a bit of miracle gro to put hair on my chest it just might happen.

The rest of the day we climbed on other classics such as Zag (5.8), a generic 5.6 and Jaws (5.9+) which is an incredibly awkward corner crack and much like wrestling a bear.  Despite the weather, it was a good day and a great introduction to New River Gorge rock climbing.

 

Petzl Ice Screw Strength Tests

I’m moving to Seattle in a month and am finally going to be able to ice climb on a semi-regular basis. I’m stoked but also a little anxious because ice climbing is my weakest area as far as experience goes. Perusing the ‘net I found this nifty video of Petzl doing field tests of ice screw strength. My takeaways are that the threads of the ice screw are where the strength is at and ice screws fail not because they slide out but because they get torqued and the ice above them flakes off. Taking the next logical step, for the strongest ice screw placement I would want to minimize torquing by placing them at a slight downward angle (the direction of a fall) which would put as much force as possible on the threads of the ice screw.