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ridge
@ridge
Member
Joined: August 26, 2010 12:10 pm
Last seen: December 13, 2024 6:34 pm
Topics: 260 / Replies: 2441
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RE: Who Gets the Abandoned RR ROW

I hadn't though of that one. The UDOT deeds call to the east side of the RR. If you hold that theory (call to edge of ROW is not actually a call to ...

12 years ago
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RE: Who Gets the Abandoned RR ROW

Yes, highway owned by UDOT in fee.

12 years ago
Topic
Replies: 21
Views: 573
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RE: Did You follow the County GIS?

The county GIS is just the Utah AGRC (statewide GIS). The AGRC has the following disclaimer on their website:This product is for informational purpos...

12 years ago
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Replies: 10
Views: 288
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RE: Using least squares adjustment on non-redundant measurements

Exporting vectors from TBCHere is what you get: I had to put in some carriage returns, site said the line was too long.A couple RTK vectors the base ...

12 years ago
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RE: RTK Surveying - Small Example

In TBC there is not an option to export this data when setting up and export format.Is there a way to extract this data via TBC or did you have to par...

12 years ago
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RE: Using least squares adjustment on non-redundant measurements

OKSome of the stuff shown in the TSC2 file I haven't been able to get out of TBC but that doesn't mean it's not there, I might not have found it yet....

12 years ago
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RE: Using least squares adjustment on non-redundant measurements

DX, DY, and DZ valuesIn TBC these are reported in ECEF. Can StarNet handle that.A pure GPS vector is DX, DY, and DZ in ECEF. That's how the SV's (GP...

12 years ago
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RE: Ethical?

I'm sure the thought has crossed your mind that this guy wants you to reset the marker back to where he moved it too and then bless it with your licen...

12 years ago
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RE: Using least squares adjustment on non-redundant measurements

I've done adjustments, it's built into TBC and I had it in TGO. I don't have TGO anymore, my XP laptop died a couple weeks after I migrated everythin...

12 years ago
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RE: Using least squares adjustment on non-redundant measurements

When Texas outlaw's all RTK due to this issue let me know. I might want to get my stuff on Ebay before it loses all it's value.Anyway I'm still plann...

12 years ago
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RE: Using least squares adjustment on non-redundant measurements

For what I doThat's sort of the key isn't it. Everybody doesn't do the same thing or need the same tools or, heaven forbid, have the same uncertainty...

12 years ago
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RE: Another expert measurer

If I understand your post correct, this surveyor prorated from the nearest original corners and wanted to move the original corner 0.23 feet. I suppo...

12 years ago
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RE: Using least squares adjustment on non-redundant measurements

I mean't you should get a new GNSS RTK and enjoy the benefits. You'd have the uncertainties under control!

12 years ago
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RE: Using least squares adjustment on non-redundant measurements

So if they allow the input of a factor to correct you'd be good with it. Should it be a Kent McM factor or should we each be allowed our own? Is it ...

12 years ago
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RE: Using least squares adjustment on non-redundant measurements

So why can't the RTK processor that produced the data use the data for uncertainty? What Kent seems to imply is that the RTK manufacturers lie about ...

12 years ago
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RE: Chain Saw Method of Dispute Resolution

I read the whole case.The appellate court overturned the trial court and held the survey line as the boundary.

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

Speaking of Dr. BockNone of the total stations I've used had any uncertainty read out while taking a shot. I either didn't turn the function on or Ke...

12 years ago
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