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shawn-billings
shawn-billings
@shawn-billings
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Joined: May 29, 2012 9:14 am
Last seen: July 23, 2026 8:33 am
Topics: 93 / Replies: 2598
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RE: Grid/Ground are you happy with your software?

Grid factor and scale factor are often used interchangeably in survey software. Regarding geodesic at 1500 ft, I can see what he's saying. Applying a ...

12 years ago
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RE: Simple Question for RTK Users/Enthusers

LR,Email me. I know the people who can make that happen. [email protected]

12 years ago
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RE: A true story (long, but true)

Big Jim and the Waitress (another long, but true story)sounds like waitresses don't have much resistance to surveyors, unc.My wife was a waitress when...

12 years ago
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12 years ago
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RE: GRS 80 not merely geometric

Thanks for that. I'd always thought of GRS80 as the ellipsoid and NAD83 as the reference frame. I suppose this wrong thinking is supported by the fact...

12 years ago
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RE: Bad RTK or Not?

> I'd like to be able to use RTK, and set it in a marginal location, and let her cook, while I go to lunch, and come back later, and find 6 fixed g...

12 years ago
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RE: Bad RTK or Not?

> Okay, that's in the running for the Non Sequitur Prize of the Day, right up there with "Why is a duck?"Austin sun getting to you, Kent?The point ...

12 years ago
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RE: Horizontal Datums and Reference Frames

Good question Dave, and great answers Dennis and Ben. Much appreciated.It explains the confusion very well that some of these terms have been used int...

12 years ago
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RE: Bad RTK or Not?

> So, what you're saying is that you really don't have any confidence in your RTK-generated positions until you've checked them by some other means...

12 years ago
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RE: Bad RTK or Not?

> One thing I don't understand, and maybe someone has done it, why not have the DC import local CORS data over wireless and then internally process...

12 years ago
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RE: Bad RTK or Not?

Kris,Do you suppose Kent stores all of his EDM data and post processes it in the office or do you suppose he has one of those real time EDMs?

12 years ago
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RE: Calculating the Radius of Curvature

If you're going to fiddle with all of the "custom" stuff,> Don't forget the oblique stereographic, the oblique conic, and the oblique Mercator. De...

12 years ago
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RE: Calculating the Radius of Curvature

I apologize for not having the source for this David. I had the same thought you did about this when I wrote the article. After solving this for mysel...

12 years ago
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RE: Example of Traverse between GPS Azimuth Pairs

I think you'll see diminishing returns on any additional GPS pairs. You've got two pairs at each end and a point in the middle. Adjust with a pair on ...

12 years ago
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RE: GPS help???

Sometimes you've got to hit the books and study before you even know what the right questions to ask are. I think that's where you are. No shame in it...

12 years ago
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RE: TS Direction Accuracy...Chapter 2

Error in Original Data Set...YESSince his final output will be the standard deviation expressed in seconds, it seemed obvious that the fields could be...

12 years ago
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RE: TS Direction Accuracy...Chapter 2

Error in Original Data Set...YESObviously.

12 years ago
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RE: TS Direction Accuracy...Chapter 2

Error in Original Data Set...YESThe whole number might not matter. It's possible you could truncate everything to the seconds or possibly convert ever...

12 years ago
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RE: State Planes in Civil 3D

I'm with mkennedy. the underlying transformation (grid files) may differ from one system to the other. If you use the same one every time, probably no...

12 years ago
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