Recent content by JBrinkworth

  1. JBrinkworth

    Awesome shot with LS

    Adam, Surveying takes us to some great places. I would say getting to survey in Pisgah is pretty sweet. You are a lucky dude. They also make some pretty darn good beer.
  2. JBrinkworth

    Weird Verticals

    Thanks!
  3. JBrinkworth

    Weird Verticals

    Thanks. This site is completely open and flat, coming in around 100 acres. So that helped! 2Hz Verify w/ V6 Reset Confidence Level @ 10 Consistency @ 5 Validate w/ @ least 2 engines 120 Epochs in the AM and PM before shutting down the base. As for the base (Points 100 and 101 of this survey)...
  4. JBrinkworth

    Weird Verticals

    After making the changes that Matt suggested, I've attached the residuals of the adjusted vectors from both Point 100 and 101. I think this looks MUCH better! Thanks everyone!
  5. JBrinkworth

    Weird Verticals

    No. I haven't run the new points yet. That is the data from the elevations being 0.37' low. Once I fix Day 2, I will add to the adjustment and post the results.
  6. JBrinkworth

    Weird Verticals

    Adam, here is what everything looked like before Day 1 adjustment, after Day 1 adjustment and after Day 2 adjustment. Before Adjustment POINT ELEV 100 820.50 101 819.34 102 816.66 117 821.16 121...
  7. JBrinkworth

    Weird Verticals

    Thanks for checking into this. I wonder why it applied the AHO on the first day, but not the second? I actually started a new job on Day 2 with imported, adjusted points. After Day 2, I did update all software before exporting the day's work. Does this come into play at all? 1. Would you mind...
  8. JBrinkworth

    Weird Verticals

    You got it! Thanks.
  9. JBrinkworth

    Weird Verticals

    My rover pole reads 4.92 all the way down (to compensate for Trimble's MT1000). But, the LS on this rod measures 4.55. Here is a picture of it. By the way, I am working with another crew on this job and they localized to the adjusted data from Day 1. They confirmed that everything checked...
  10. JBrinkworth

    Weird Verticals

    Is it possible that the LS double applies the vertical height offset in the raw data? Here's what I found... T2-(HI) 2.0m + 0.025m adaptor LS-(HI) 4.92 -0.37 (Vert. Height O/S) to obtain a true 4.55' HI DAY1 1. Set Control Point 100 w/ RTN. 2. Set up T2 on 100 and collected static data while...
  11. JBrinkworth

    No sound

    My sound failed in the last couple weeks. They said turn around would be about a week.
  12. JBrinkworth

    T-LS RTN & Base Station ID

    Matt, How do you get to the 'ADD FIELD' screen (as you show above)?
  13. JBrinkworth

    T-LS RTN & Base Station ID

    Thanks everyone for the replies. I will try that suggestion Matt. IN does refer to their network as VRS. But, according to the IN Land and Aerial Survey Office, the mountpoint is actually the nearest base station (not a virtual station).
  14. JBrinkworth

    T-LS RTN & Base Station ID

    Hey folks, I am doing a test with INDOT RTN. So far, I have been able to export the G-file vectors from the network observations successfully. I have quite a few redundant measurements to adjust. From the raw data, how do you determine which CORS Base Station is being used by the LS? I need to...
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