AI Assistant
Activity
 
Notifications
Clear all
jhframe
jhframe
@jim-frame
Member Founder, Sustainer
Joined: July 1, 2010 10:44 am
Last seen: September 23, 2026 6:34 pm
Topics: 465 / Replies: 7012
Reply
RE: trouble using a leica tribrach prism

One of my Leica push-pull focus plummets won't stay focused, it always springs back when I let go. Having to push on it continuously while trying to ...

12 years ago
Reply
RE: What's Special About This T2?

> Is it a MIL instrument?I don't think so, but I'm not sure. Weren't the units graduated in mils so marked?

12 years ago
Topic
Replies: 12
Views: 1092
Reply
RE: Positional Tolerance - Least Squares

> Still, 1/10 of 2 inches is only +-0.02' = 0.04', pretty tough to meet even with terrestrial equipment best practices with intervisible stations. ...

12 years ago
Reply
RE: Sokkia SET on ebay. Scam??

I've bought a couple of used items from overseas, but nothing expensive. In general, I don't trust overseas sellers with anything pricey unless I hav...

12 years ago
Forum
Reply
RE: Positional Tolerance - Least Squares

> I trust GPS static or fast static observations to +- a few inches or so, if done properlyMy experience puts it about a magnitude better than tha...

12 years ago
Reply
RE: Pole tripods

> basically a split ring of Delprin that was part of the compression lock on the poleI let you off with a silent warning on the first offense, but ...

12 years ago
Reply
RE: Positional Tolerance - Least Squares

> I am curious how the ALTA Standards came up with .07' plus 50/1,000,000.00.I don't have the answer, but note that 0.07 ft. is 2 cm.

12 years ago
Reply
RE: Pole tripods

> I'd say...less than 30 secondsYou're a lot faster than me. My tripod is like Kent's original, with two quick-release clamps, one thumb-screw cla...

12 years ago
Reply
RE: Trimble MX2

The ScanLook (with a FARO and a Velodyne) appears to be a pretty nice solution, and relatively inexpensive. Plus you can use the FARO by itself for s...

12 years ago
Reply
RE: Station numbering schemes

> Agree with J.T.S and Rambleon.Same here. Star*Net doesn't care, AutoCAD doesn't care, so I don't care either. The one concession I make to poin...

12 years ago
Reply
RE: Pacing...in a professional manner

> I did have a few conversations about the USGS surveys with a Mr. Keith Williams. Keith had never heard of them and questioned the authority unde...

12 years ago
Reply
RE: 1940 Rebar Example

Kent, I'm curious.....The old 6"x6" concrete California Highway Commission monuments have a brass wire in the center to mark the point.

12 years ago
Reply
RE: New Truck Box

What do you carry in that gigantic (if gigantically short!) length of PVC with threaded cap?(On second look, I think it's just a threaded cap and adap...

12 years ago
Reply
RE: Trouble with 2 divots (punches) on a monument

> Now that I think about it I believe the hole was to let excess water in the concrete escape rather than air. I was told the reason a long time ag...

12 years ago
Reply
RE: 0.06 Backsight discrepancies

> Any ideas?It's not clear to me whether or not you've tried shooting both BS and FS with the same prism. If not, that'd be the first thing I'd tr...

12 years ago
Reply
RE: Trouble with 2 divots (punches) on a monument

It's a bench mark, isn't it? The "divots" don't matter, shoot the high spot.

12 years ago
Reply
RE: Determining Horizontal Control accuracy

> A Kern E2 in working order for $250 ????? That's just ... mind-blowing."Great used condition" is the way it was described, and the photos support...

12 years ago
Page 250 / 374