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Dane Mince
Dane Mince
@danemince
Member
Joined: July 5, 2010 6:16 pm
Last seen: January 21, 2025 1:21 pm
Topics: 95 / Replies: 308
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RE: windows 10 update-hp6500 all in one scan icon missing

OKAy, thanks I found it .....What they did is removes the desktop shortcut and replaced it with a windows scan button .....I have an HP laptop and th...

11 years ago
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RE: Geometry/Math Problem

If you are running this travers through Star*net, then I suggest the following inline commands.DATA OFF. DATA ON Pick some place to start, I suggest t...

11 years ago
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RE: California metes and bounds

Well, it is a waste of time and money and there is not need for it. It can be done and I believe it can be done is a safe fashion. There very first th...

11 years ago
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RE: LS adj of record mapping

Paul, thanks very much for chiming in and providing insight. I do not start any job with any prior assumptions In other words I take each project on ...

11 years ago
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RE: LS adj of record mapping

The project is an urban block with many curves I wanted to check some of assumptions in a different fashion.

11 years ago
Topic
Replies: 7
Views: 676
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RE: star*net-tds

The text above is what comes in from the tds converter

11 years ago
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RE: star*net-tds

Jim Frame, post: 322876, member: 10 wrote: I'm not familiar with the routine. Can you post some raw data so we can see what's being produced?I can ma...

11 years ago
Topic
11 years ago
Replies: 4
Views: 576
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11 years ago
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RE: Total Station - Angle quality estimate.

edits to Kent's dat fileI thought the objective was to use the angular data in order to arrive at a single adjusted position. Kent's dat file used th...

11 years ago
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RE: Total Station - Angle quality estimate.

Why 6.999".Project Library Instrument TS-A Note: n/a Distances (Constant) : 1.000000 FeetUS Distances (PPM) ...

11 years ago
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RE: Total Station - Angle quality estimate.

okay what am I missing.Conrad calls these ANGLES. The way I set up the file the adjusted result is for ONE POINT position. I tried to process Kent's ...

11 years ago
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RE: Total Station - Angle quality estimate.

ERROR FACTOR OF 1THE ADJUSTMENTS ARE NOT REALISTIC BECAUSE THERE IS NO ACCOUNTING FOR CENTERING ERRORS. The standard instrument error used for total s...

11 years ago
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RE: Total Station - Angle quality estimate.

LS FOR TOTAL STATION BInstrument Standard Error Settings Project Default Instrument Distances (Constant) : 1.000000 FeetUS...

11 years ago
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RE: Total Station - Angle quality estimate.

LS FOR TOTAL STATION AInstrument Standard Error Settings Project Default Instrument Distances (Constant) : 1.000000 FeetUS...

11 years ago
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RE: US Surveyor - Affiliate Program

The terrible thing about these companies is that they steal search engine space from real surveyors. The y drive up the costs for keywords and when so...

11 years ago
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RE: Excellent RTK Survey on Perfect Site

km- if a thing is worth doingWhat the old saw.... If ta thing is worth doing it is worth doing right.... Am I alone in thinking that there is not a go...

11 years ago
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