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bill93
bill93
@bill93
Member P&R, Founder
Joined: July 1, 2010 9:00 pm
Last seen: September 25, 2026 12:38 pm
Topics: 291 / Replies: 9710
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RE: L2 GPS Signal

Do they turn off the old L2 signal or just stop putting up new sats that send it?

9 years ago
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RE: Generic Cad file (.gcd) converter

A Harris, post: 455570, member: 81 wrote: Google "general cadd pro crack" There are lots of crack offerings for various software packages. I assumed...

9 years ago
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RE: Can't wait to retire

Lookinatchya, post: 455485, member: 7988 wrote: I know a fellow surveyor who recently turned 70 and is still plugging along. I asked him why he doesn'...

9 years ago
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RE: Bench Mark Stability

Note that you should not confuse the Ortho Ht +/- value on an OPUS report with the Geoid12B uncertainty reported at the link Dave gives. They are ver...

9 years ago
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RE: Bench Mark Stability

I shouldn't be using words like "eliminate red" because my data won't actually be used in a new geoid. But it could provide checking in an area that ...

9 years ago
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RE: Bench Mark Stability

linebender, post: 455199, member: 449 wrote: he is confident in the current geoid model in our state at the 1-2 cm level If I recall your state, it i...

9 years ago
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RE: Using Vertically Mounted Bench Marks

Some good ways have been presented to use a vertically mounted disk in a leveling run, but not much has been said to solve the GPS on Bench Marks prob...

9 years ago
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RE: Best tool for calculating distance between two points over very different epochs?

Bill93, post: 455006, member: 87 wrote: Transform lat-lon-height coordinates to XYZ (HTDP can do that along with the other work) and do a 3-dimensiona...

9 years ago
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RE: Record Measurement Not matching Quandary

Larry Scott, post: 455226, member: 8766 wrote: calumniator Collimator?

9 years ago
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Replies: 28
Views: 2552
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RE: Bench Mark Stability

linebender, post: 455215, member: 449 wrote: geoid development also relies on gravity data obtained statewide from the air That's GRAV-D that will be...

9 years ago
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RE: Bench Mark Stability

Iƒ??ve also lamented the difficulty of finding good stability marks that arenƒ??t either next to an active rail line, surrounded by trees, or both. B...

9 years ago
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9 years ago
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RE: Best tool for calculating distance between two points over very different epochs?

Can you estimate crustal movement from the baseline points or other marks in the area?Some links:EW1861 MICHELSON . Has NAD83(1002) cords and NAD27. ...

9 years ago
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RE: Get a load of this.....

I don't see how the following letter would get him in any trouble, as it doesn't state any opinions.Dear Every Party To This Transaction:I have observ...

9 years ago
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RE: Who'd like to go compare a R10 to a Javad?

Dan B. Robison, post: 454979, member: 34 wrote: Wish Y'all was here. I considered going to meet some of you, but it's an 8-hour trip and I have two f...

9 years ago
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RE: Best tool for calculating distance between two points over very different epochs?

OtherHand, post: 455000, member: 12932 wrote: Michelson benchmark was last visited in 1995 by the NGS, so that's probably a pretty good position I do...

9 years ago
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RE: Best tool for calculating distance between two points over very different epochs?

The tool to get NAD83 values to the same epoch is probably HTDP on the NGS Toolkit pages. I don't think HTDP deals with NAD27. You could try NADCON bu...

9 years ago
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RE: Record Measurement Not matching Quandary

Seems like you have a reasonable search procedure, but a lot of readers initially thought you were talking about real measurements, which need to be d...

9 years ago
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RE: Bench Mark Stability

Jim in AZ, post: 454620, member: 249 wrote: I thought 31 June was the cutoff date for adding data I hadn't seen that. Is it on the NGS site? Seems ...

9 years ago
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