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OleManRiver
OleManRiver
@olemanriver
Member P&R, Founder
Joined: February 13, 2020 8:56 am
Last seen: October 14, 2026 5:26 am
Topics: 123 / Replies: 2660
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RE: Recommendation for Digital Level

@party-chef ?ÿI have ran many miles of high order levels and many small 1 mile or less for job sites and such. ?ÿI prefer fixed legs for levels. Only ...

5 years ago
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RE: Recommendation for Digital Level

I have used all brands. ?ÿIf you are doing anything long runs and high precision get the Dini or leica. ?ÿI have ran 10 miles plus with both of there ...

5 years ago
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RE: How do you handle SPC on your projects?

What about this old math no one I have ever even spoke to in last few years. But the corrected ZA for the difference in height of instrument and targe...

5 years ago
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RE: How do you handle SPC on your projects?

I bet he works somewhere that has what is needed to do this. ?ÿI use to work in same place. ?ÿ

5 years ago
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RE: How do you handle SPC on your projects?

Nice. ?ÿI will have to say that I can completely understand why many choose a point and do what they call ground scale factor from one point. I can li...

5 years ago
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RE: How do you handle SPC on your projects?

Here is an scenario I ran into. Company X goes out to a job. ?ÿTakes rtk vrs shots on 3 points with correct spc chosen in data collector. Then imports...

5 years ago
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RE: Static GPS note taking

Reminds me of doing pencil rubbing on monuments so that the office knew I was on the correct point. ?ÿAdditional info we use to log. At beginning of s...

5 years ago
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RE: How do you handle SPC on your projects?

@j-dub I reckon I like what you are doing. I see some fight the metadata part. ?ÿBut what they did for years before GPS like assuming 5000/5000. Ran t...

5 years ago
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RE: How do you handle SPC on your projects?

Well I see I am not the only one who sees the confusion and lack of understanding or what you said. ?ÿOr just neglect. I remember running geodetic tra...

5 years ago
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RE: How do you handle SPC on your projects?

Oh I am not offended at all. So no worries. Yes we have gone from taking ellipsoid distance to grid then ground to grid now grid to ground. ?ÿOne of t...

5 years ago
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RE: How do you handle SPC on your projects?

I apologize for the word laziness. It was by no means to be meant the way I see you took it. ?ÿ I was with my poor choice of words trying to see how o...

5 years ago
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Replies: 33
Views: 1886
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RE: Curious ashtech data set

@larry-scott ?ÿI donƒ??t think I can see good enough up close to read the scales anymore. ?ÿ ????. Nice set up for sure. ?ÿAs i have fell back into su...

5 years ago
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RE: Curious ashtech data set

@larry-scott Yes for sure . ?ÿCharlie Trimble and Mr Ashtech parted ways as they could no longer agree. ?ÿBoth genius in their own rights. ?ÿMan how t...

5 years ago
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RE: Curious ashtech data set

@larry-scott ?ÿyes I wish I had a dollar for all the PACS and SACS I observed and set with those. I should kick myself for never getting licensed. ?ÿS...

5 years ago
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RE: Curious ashtech data set

Ashtech z12 weƒ??re bulletproof. Great receivers for static work. I used them in USMC . One issue with older receivers is the firmware issue for gps r...

5 years ago
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RE: What is your go to work boot?

The Bates are good. But I humped enough with them in the USMC I developed a allergic reaction to them LOL. ?ÿ That and running. ?ÿ ?ÿ

5 years ago
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RE: What is your go to work boot?

Redwing 2203 steel toe requirement jobs?ÿ Redwing 608. Almost every day rain mud or dry. On farm, surveying, church, office, taking the wife on a dat...

5 years ago
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RE: I Have T02 Files, But No Vectors

What is your storage epoch rate in base and rover. If they donƒ??t match that could be an issue. Or maybe some bug in TBC. ?ÿI saw where you stated th...

5 years ago
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RE: Triangulation from TS / theodolite data

@fenugrec TC. I apologize T1000 is what I ran. ?ÿIt was not COGO it was like SAS routine or something like that as long as you set it up correctly. ?ÿ...

5 years ago
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