When to use RAW data adjusted points in CAD?

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When to use RAW data adjusted points in CAD?

Postby JeffreyB » Thu Dec 08, 2016 9:51 am

I just learned that I can generate points from SurvNet before and after angle adjustment of RAW Data. Should I be using those points instead of the .cr5 or .crd generated from the data collectors?
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Re: When to use RAW data adjusted points in CAD?

Postby Dent Cermak » Sun Jan 01, 2017 7:11 pm

If you brought in the raw file and then ran a traverse adjustment on that file, then those are the points you should be using. (IF you just brought in the raw file and then processed the points with "no adjustment", then you can use those points.) Bottom line: any time you adjust or modify your coordinate file, that creates your current crd file and that is what you should be working with.
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