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jhframe
jhframe
@jim-frame
Member Founder, Sustainer
Joined: July 1, 2010 10:44 am
Last seen: September 18, 2026 1:37 pm
Topics: 465 / Replies: 7012
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RE: DJI Inspire and Datugram3D

Caltrans is starting up a formal research effort to determine what is required to obtain mapping accuracy comparable to that obtained from conventiona...

10 years ago
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RE: Switching from Windows PC to Mac for a Survey Desktop Computer

So those Mac VMs handle software dongles okay?

10 years ago
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RE: Too Windy To Survey

I've done two surveys involving trees that fell and killed people. One was a 30" fir that cut a mountain cabin in half, the other a eucalyptus that l...

10 years ago
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RE: field to finish

John, post: 393703, member: 791 wrote: Of course the field crews can not get the connecting shots exact, they will be off hopefully less than 0.1'.I r...

10 years ago
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RE: Getting into GPS

Nate The Surveyor, post: 392837, member: 291 wrote: This plat is published on local ground coords, having applied the Combined Scale Factor of 88 PPM....

10 years ago
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RE: Keeping up with Technology

Nate The Surveyor, post: 393592, member: 291 wrote: I want to get my a nice battery powered digging device, an electric jackhammer. Nearly all the che...

10 years ago
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RE: field to finish

BlitzkriegBob, post: 393615, member: 9554 wrote: Worst case scenario for a boulevard section with monolithic curb and gutters and sidewalks is that yo...

10 years ago
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RE: field to finish

arctan(x), post: 393583, member: 6795 wrote: use unique linework IDs.I interpreted John's remark to mean that the problem isn't the ability to generat...

10 years ago
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RE: Vertical Accuracy & Clueless Clients

Loyal, post: 393509, member: 228 wrote: Speaking of Mike P., have you talked with him lately?I traded email with him a week or so ago. I had heard he...

10 years ago
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RE: Vertical Accuracy & Clueless Clients

Loyal, post: 393502, member: 228 wrote: ALL three stations are GPS derived NAVD88 heights rounded to the nearest centimeter!I know, I headed up the pr...

10 years ago
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RE: Vertical Accuracy & Clueless Clients

The gravity field is pretty consistent around here, so I don't think the ortho height correction is going to matter. I'll give it another look, thoug...

10 years ago
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RE: Vertical Accuracy & Clueless Clients

Kent McMillan, post: 393403, member: 3 wrote: I assume that you level to two opposite points on the frame and then return later to pop the lid and mea...

10 years ago
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RE: Vertical Accuracy & Clueless Clients

Kent McMillan, post: 393379, member: 3 wrote: the relative elevations of pipe inverts at adjacent nodes in the network is quite a bit more important t...

10 years ago
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RE: Vertical Accuracy & Clueless Clients

Tom Adams, post: 393311, member: 7285 wrote: Basically, I think they would want the relative elevation of a MH to be relatively precise to the two adj...

10 years ago
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RE: Vertical Accuracy & Clueless Clients

My point wasn't to criticize you or your methods, it was to complain (further) about clients asking for something not economically attainable and then...

10 years ago
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