@ Norman_Oklahoma Aspirational. I had to look that up.

@ BStrand I assume you meant Burlington, KS. What kind of survey project was it? I assume there's an energy company out there somewhere. Maybe their t...

@ Norman_Oklahoma I found something questionable. I subtracted 6" from the setup with a short BS.

@ Norman_Oklahoma Maybe I did misunderstand the YouTube video. Probably the same angle adjustment logic is good for any kind of closed traverse. I for...

@ john-hamilton We've been adjusting raw data (traverse point elevations - for a topo) in our data collector and coordinate data (traverse point N, E ...

@ I love my job Will look for it next time. Thanks.

@ Jon Payne If that was the process, I would expect that the difference in distance between GPS102-GPS101 is indicative of the error in the GPS observ...

@ Jon Payne To get these values, did you collect the GPS points and start with them in the collector based on just exactly what was collected via NRTK...

@ OleManRiver How do you PM someone on this website? I need this weekend to sort out all of this information presented to me.

@ Norm I appreciate your input, but this is our standard way of doing things. My coworker and I are trying to institute new methods of doing things. H...

@ OleManRiver I'm not sure about private messaging on this new website. Thanks for the info. I'm using this job as a model for similar jobs in the fut...

@ Norman_Oklahoma Comparing SP grid coordinates to ground measurements this may account for the greater part of your misclosure. GPS102-GPS101 Grid di...