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john-putnam
john-putnam
@john-putnam
Member Founder, Sustainer
Joined: February 4, 2011 9:44 am
Last seen: September 23, 2026 9:30 am
Topics: 82 / Replies: 2381
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RE: Thought for the day

I was born for this profession.?ÿ When I sat for the SAT i scored just shy of perfect on the math portion and might as well not shown for the langue p...

9 years ago
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RE: Digital Seal and Signature

Posted by: FL/GA PLS. @john-putnam ?ÿ I use this:??ÿ ??ÿ Can you use this in CAD as well?

9 years ago
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RE: Digital Seal and Signature

If you are using the self-certify feature then you are not in compliance around here.?ÿ That does not satisfy verifiable part.

9 years ago
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RE: Pix from the field

Homeless camps are abundant around here.

9 years ago
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RE: Digital Seal and Signature

Brandon, How are accomplishing the 'verifiable' requirements??ÿ In Oregon and Washington the certificate must be 3rd party verifiable.

9 years ago
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RE: Free up memory on Leica Captivate controller

Moe, I rarely store projects on the CS20 directly.?ÿ The SD card is much handier for downloading data and seems to run just as fast. As for your curre...

9 years ago
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RE: Sounds like a delightful customer

I constantly get instructed that I put the toilet paper on the roll backwards to which I reply something about someone's metal state (I'll never learn...

9 years ago
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RE: how to think about manufacturer errors

I don't think the GPR121 is that much more expensive than the GPR circular prims mounted in the GPH1 prism holder with the GZT4 target plate.?ÿ The GP...

9 years ago
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RE: Reduced traverse accuracy - why?

Posted by: R.J. Schneider At 100' +/- you should be able to do better than a 1mm pointing with a 30x power scope. But then i'm not sure where that pub...

9 years ago
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RE: Reduced traverse accuracy - why?

Posted by: squowse Posted by: Dave Karoly I do 4 sets' doesn't take very long because it's automatic. You use Leica I believe Dave? Do you use measure...

9 years ago
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RE: Title Company Reserving Survey Discrepancies?

This is the standard statement and the reason we do ALTA/NSPS Land Title Surveys.?ÿ This is also the reason in a perfect world the cost would be tied ...

9 years ago
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RE: Collecting Static data in the rain

In the 25 years I've been using GNSS I've never worried about or been affected by rain during observations.?ÿ And like Gavin and Mr. OK, I live in the...

9 years ago
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RE: Newbie question re: DOP/satellite position/surveying

I've been working with GNSS since the early 90s.?ÿ Back in the day there was a lot of effort put into pre-planning a static GPS mission including the ...

9 years ago
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9 years ago
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RE: Stuck

Posted by: paden cash From experience I've found it best to NOT break out the beer until the piano is actually upstairs.... ?‹??ÿ Found that out the ...

9 years ago
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RE: Best Bipods

I never (well okay almost never) use bi-pods for control work of any type.?ÿ Mainly because you are relying on a bubble on a rod that gets handled rou...

9 years ago
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RE: survey and mapping

Speaking from dated prior experience, Pathfinders are pseudorange?ÿ based systems and the software processes for that.?ÿ Survey grade receivers get th...

9 years ago
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RE: LGO Process Problem

Silly question, but do you have the processing license?

9 years ago
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RE: Nodal Point Prisms and robots

Posted by: party chef I would used fixed prisms for control as well so you do not have to set up tripods every visit. If properly executed resection f...

9 years ago
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RE: Nodal Point Prisms and robots

I can't tell you how many monitoring specs state 0.001ft.?ÿ Good luck with that in at lab setting let alone on a bridge.?ÿ I think it is a case of nat...

9 years ago
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