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kevinfoshee
@kevinfoshee
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Joined: Jan 9, 2014
Topics: 20 / Replies: 127
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RE: OPUS aborting message

Ok. Got the same message today from a 1.75 hour observation in a pretty ideal location for GPS. I processed the file through Trimble RTX. I got a solu...

6 years ago
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RE: OPUS aborting message

I get the same message for a file from 03-19-2019.?ÿ The data is from a point in a fairly open field. I have about 1.5 hrs of data. It looks like good...

6 years ago
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RE: Pincushion of the Day

Yes! I've done it many times. As a retracement surveyor, I have no authority to "correct" a previous surveyor's work. How will you feel when a future ...

6 years ago
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RE: Pincushion of the Day

Straight lines are a myth in Surveying!!! Original monuments cannot be in error. They may produce a "crooked" line, however.

6 years ago
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RE: Does a surveyor "owe" anything to their community?

Before you can become licensed in Arkansas you must sign a pledge to "..protect the public welfare." It's buried in the other paperwork and I doubt mo...

6 years ago
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RE: Second round of discussion (about me buying a robotic total station, UK)

It's been a while since I read you other post; so forgive me if this has already been discussed. I locate most of the improvements on my surveys with ...

6 years ago
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RE: Older Total Station with Newer Data Collector

New data collector and old instrument should work. I have a spectra precision nomad that I purchased new in 2013. I have used it with various older gu...

6 years ago
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RE: Advice please

Pricing jobs is one of the toughest things I do. We're not supposed to ask what other surveyors charge (our board is serious about price fixing-for su...

6 years ago
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RE: Traverse Adjustment

My comments about sighting the center of the pole are irrelevant since he was using a robot. I would bet money on his level bubble being out of adjust...

6 years ago
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RE: Traverse Adjustment

aliquot, I think you have confused me for the original poster.

6 years ago
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RE: Traverse Adjustment

And just for the sake of covering all the bases: You did convert your GPS control points from Grid coordinates to Ground coordinates. Right?

6 years ago
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RE: Traverse Adjustment

"It also looks from the pictures that a 360 prism on a pole may have been used for the traverse. From reading other posts here it seems that traversin...

6 years ago
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RE: Total station data error in topcon.

So are you importing the .tsj file from the Total Station into Toplink? If so, you should be able to export a .csv file from Toplink. I haven't used a...

6 years ago
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RE: Survey Pro/RTKLib for NRTK?

We already had the network set-up and running on our regular data collector w/surveypro. I just set it up exactly the same in the spare data collector...

6 years ago
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RE: Survey Pro/RTKLib for NRTK?

I have an extra data collector with Survey Pro Demo on it. I have used it as a network rover. We have a permanent base set-up at the office and use sn...

6 years ago
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