I've ran 3 or 4 adjustments with starnet on different projects for my control networks. I haven't then come back with more location and traverse data ...

I set 4 pairs (8 points) of gps points in a linear fashion over a 4 mile stretch. I scaled 7 points to horizontal ground around the central most point...

After you run an adjustment and you're satisfied with the results, do you change your control point coordinates to what starnet came up with and fix t...

The accuracy standards for class A surveys say that neither axis of the 95% confidence level error ellipse for any control point or property corner sh...

im using gps points that we scaled to horizontal ground. our field data was collected in hg and when i tried setting starnet to grid it was reducing a...

I'm processing my first project using starnet and since I don't fully understand it yet I'm also processing it in Civil 3d. I'm running my traverses f...

@norman-oklahoma I changed the points from fixed to the 0.001 .001 .001 you suggested. not much changed, chi square passes but I'm still seeing the ...

That's where I was going wrong. I was trying to use the input/import gps data menu to import it. one step closer. thanks

These are different file types I exported from the geomax tablet.

My setup for everything conventional is a trimble s5 3" instrument, a tsc 7 running survey pro and an mt1000 on a prism pole with a bipod. "stay ou...

Do you guys double your angles when doing a control traverse? If you have an active tracking prism (I use a trimble mt1000) do you use it actively or ...

I side shot an iron pipe from one control point. Then occupied that iron pipe so I could shoot another iron pipe. I didn't want to do anything with a ...

@norman-oklahoma I appreciate your (and others) time and input. I only get to work on this when I have the time so it's usually days before I can come...

I ran this adjustment and everything looks fine to me except the station coord error elipses, some of which approach 0.30'. Does this indicate a bust ...

We typically run redundant rtk observations on control points, average and then scale them to horizontal ground. Then run traverses in horizontal grou...

I appreciate all the info guys. How do you report your error of closure? like normally we say it's 1:20,000. will starnet tell me that?

OK. I've got converting down. and even some editing. I ran a traverse around a lake but the client wanted different sections at different times. Now t...