Who still does direct and reverse angles?
I know that several states require redundancy of measurements; however, the same states have closure requirements of 1' in 10,000'... that being said there is no reason to have redundant measurements to achieve this accuracy using a modern total station of 5" or better.
I rarely measure direct and reverse anymore.
To read the rest of this thread, go to www.rpls.com/forums/viewtopic/42/1117131.


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