Question for yswamiAloha, Norman: It is comforting to read that those who do this for their livelihood have the same challenge. I do find carrying el...

Question for yswamiAloha, Kent: I caused this oddity! :-$ When I first started the job I was keeping the point number and the description same. Then I...

Aloha, Norman: Will do this experiment..> > Back in the day (pre-Star Net), if I found that I had an angular blunder, I most-times would be able...

Question for yswamiAloha, Willi: Thank you for participating in this discussion since you've been using Survey Pro for long time, your clarification i...

Question for yswamiAloha, Kent: I use Survey Pro (TDS--currently is know Spectra Precision aka Trimble). Version 5.2I use the automatic repetition fea...

Apparent HT and HI blundersAloha, Kent: I can confirm that HI for Pt. 4 is 5.068 ft. per my field note book. However, in my DC raw data I don't have t...

Blunder Detection--just checked field notesAloha, Kent: Thanks! I can probably do few repeat measurement to verify if Pt. 4 HI is correct tomorrow aft...

Star*Net Blunder DetectionThanks Dave!> Chi square is a test of your assumptions about the data.> > If you tell it your centering is 0.005 an...

Blunder Detection--just checked field notesAloha, Kent: Sorry for nagging you again with another question...If I understand you correctly... I could o...

Blunder Detection--just checked field notesAloha, Kent and Dave: I have something funny happening on collection of point #5. I have a note in my field...

Star*Net Blunder DetectionAloha, Kent: Your result is similar to Dave's also except you have few extra points that have its zenith angle out of tolera...

Aloha, Dave: Thank you! Looks like yours and Kent's result pointing out same group of points!> StarNet thinks the problem is with your zenith angle...

Star*Net Blunder DetectionAloha, Kent: What do the results you come up with mean? No outlier? What is the next step in the error analysis? I have no i...

Star*Net Blunder DetectionAloha, Kent: I was hoping (or praying:-) you would check the post today--being Sunday! Thank you!I remembered when I was occ...

Here is the data in DAT format:Aloha, Dave:This is a new territory for me...I don't really understand what you mean by SSs were duplicates...Also anot...

Here is the data in DAT format:> I replaced some SS with M because I think it is all measured. I would run it myself but Jameson is "stinky" right...

Closing The Loop Or Completing The Traverse?Aloha Paul: I missed the question on the subject line...I want to complete the traverse. Thanks

Closing The Loop Or Completing The Traverse?> Are you using Trimble Survey Controller or Access?> > If so, I have a conversion format which c...

> yswami,> > In the Survey Menu, you go to:> edit-process raw data file> import raw data file, select a TDS file> Once your raw data...

> Your data:> > > Zenith Angle: 90 22 24> Slope Dist.: 80.731 USFT> Computed Zenith Angle: 90 22 23> Computed Slope Dist: 80.764 ...