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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: Trimble 4000 data logging not installed

you need to replace the internal batteries and this will fix the active monitor issue. You may need to log data to an external device.

10 years ago
Topic
Replies: 2
Views: 528
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RE: Was charged $6700 for survey on 2/3 acre lot

This is not the place to sort out this issue. Many do not understand what is involved in boundary surveying, even some surveyors. It is impossible to...

10 years ago
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RE: windows ce.net tds download to windows 10

Virtual xp sounds good... I have an old xp and I used Activesync 3.8 and that worked.

10 years ago
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RE: windows ce.net tds download to windows 10

It is a ranger 200c. I have a multiport adapter. I have an option for USB or ethernet. I have not been ab;e to get anyone of these to work. I suspect...

10 years ago
Topic
Replies: 6
Views: 1349
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RE: Question on section lines

Dave Karoly, post: 395497, member: 94 wrote: A line run with a compass is not straight, I guarantee it. it is fir a bit

10 years ago
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RE: Question on section lines

The answer can old be had by a true and correct survey run on the ground by someone licensed to survey and who has the knowledge and special skill in ...

10 years ago
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RE: opus project and vertical errors

The issue in part is trying to figure out a relistic budget. I am not clear which is cost effective 4 miles of level loops or 16 hours of GPS observat...

10 years ago
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RE: opus project and vertical errors

linebender, post: 395587, member: 449 wrote: I can only write about our experience. Your area may not be the same.Two NGS BM's 2 miles apart first ord...

10 years ago
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RE: opus project and vertical errors

I plan to use OPUS projects and they require 2 hour sessions, 2 hours of good data that is. I have benchmarks along one side of the project only.

10 years ago
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RE: opus project and vertical errors

Kent McMillan, post: 395462, member: 3 wrote: You should be able to get an ellipsoid height difference with an uncertainty of less than 1cm (95% confi...

10 years ago
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RE: opus project and vertical errors

BMs are first order class II and the ties would be with a minimum of 2 hours of good data I would use OPUS project for the adjustment..

10 years ago
Topic
Replies: 17
Views: 600
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RE: 5600 collimation and auto lock question

Jerry no need to apologize. I did get a lot of help out of your comments. To be honest the thought of taking a reflectorless shot on a prism never occ...

10 years ago
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RE: 5600 collimation and auto lock question

one can still measure a distance and an angle by measuring to the prism without autolock being turned on.

10 years ago
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RE: 5600 collimation and auto lock question

WTF, this entire thread i have never been talking about reflector-less measurements. I have attached a copy here. It clearly states that distance mea...

10 years ago
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RE: 5600 collimation and auto lock question

nope sorry distance is measured via a laser diode, not just the reflector less measurements . At least that is what the 5600 users' manual states.... ...

10 years ago
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RE: Reflectorless Error Shots

most large errors are due to some object between the instrument and the desired location that you want to collect.

10 years ago
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RE: 5600 collimation and auto lock question

the 5600 uses a laser to measure distance..The diode for the RMT is used to track the prism....If the tracker is not collimated properly then the meas...

10 years ago
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