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jhframe
jhframe
@jim-frame
Member Founder, Sustainer
Joined: July 1, 2010 10:44 am
Last seen: September 27, 2026 10:25 am
Topics: 465 / Replies: 7012
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RE: Is electronic fieldbook data admissible evidence in court?

> Is the data you gather with a data collector such as the Trimble TSC2 admissible evidence in court?Just as with field notes, I think it would be ...

14 years ago
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RE: Best field book ?

I use mining transit books (Teledyne 408, National 408, or Sokkia 8152-20). 6 columns on the left, 8x8 grid on the right.

14 years ago
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RE: Highly Weathered Granite - Extension Rod Monument

I don't have experience with your particular situation, but I do have experience with driven rod marks. It seems to me that you can pretty easily pen...

14 years ago
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RE: Should I pull his corners?

> What's with the, "no record"? Is that a problem?> > What's wrong with just showing them as found, and noting the LS number?Knowing when an...

14 years ago
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RE: Mount Conness, HR2743

Curiosity was satisfied today when the mailman brought me a pair of trail guides, one for Mt. Whitney and one for the John Muir Trail ("JMT" to those ...

14 years ago
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RE: SECO

> Trimble bought SECO not too long ago.I didn't know that. It's an unfortunate development, given overall Trimble business practices, but I guess ...

14 years ago
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RE: Should I pull his corners?

If You Have To File A Record On The Exterior...> If they aren't very good, it would be a disservice not to remove them and substitute substantial, ...

14 years ago
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RE: Hiperterminal replacement for Windows 7

From HelpDeskGeek:=======================Original XP HyperTerminalIf you just can’t live without the original HyperTerminal in Windows XP, you can act...

14 years ago
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RE: Should I pull his corners?

> The monuments that will never be of record need to be removed.They'll be of record as soon as Radar files his map.

14 years ago
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RE: pre-construction EC

Around here new construction in a flood zone requires 3 Elevation Certificates: pre-construction, pre-pour (forms in place, but no concrete yet), and...

14 years ago
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RE: Should I pull his corners?

I think I'd probably leave them, and note "found [whatever] tagged [other LS number], no record." He's beyond the reach of the Board at this point, s...

14 years ago
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RE: RAW files

> But, if that's not the way you want to do it, try changing the extension from whatever it is to a .txt extension like was said above and you can ...

14 years ago
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RE: Electronic Files

I don't do much construction staking anymore, but my experience is that paper plans have become an adjunct to the digital versions, despite claims to ...

14 years ago
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RE: Trimble Gedo

No experience with it. However, there have been times that I'd have liked to mount my total station on it, set it up on a mainline track, and then wa...

14 years ago
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RE: deflection of the vertical?

Good question Jim> The WAVE processor in GPSurvey and TGO certainly supported the “elevation angle” data, and you could chose Trimble's version, or...

14 years ago
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RE: deflection of the vertical?

> In GPS reduction software, the tables are linearly interpolated to obtain the small PCV corrections.It's never been clear to me whether anything ...

14 years ago
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RE: deflection of the vertical?

Mighty> These quantities are typically a few arc seconds, but can reach an arc minute of departure. That sounds more like it. A minute in 2 meters...

14 years ago
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RE: deflection of the vertical?

> it is pretty unlikely that this “error” would be more than a millimeter in the horizontal (or maybe 2mm in VERY extreme cases)2 mm in a 2 m setu...

14 years ago
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RE: CARLSON SMOOTHING CONTOUR LINES

> Personally, I let Carlson draw the lines with as little smoothing as possible, then draw my own the way the ground really looks and delete the ma...

14 years ago
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