RTK and Relative Accuracy & Static Accuracy as wellSo while you guys are "discussing" the accuracy vs. precision of RTK/Static observations, we d...

Just an advice.If you are going to use it for static observations without using the DC for recording the station name & HI, then better not to for...

WGS 84 geoid heightsThe geoidal separation can be easily determined here because there are a lot of MSL benchmarks that the GPS can occupy. So you get...

Lidar is out of question, expensive & would meet same traffic obstructions.Thanks for the inputs guys. Will discuss it further with the project te...

Hi,Can you address the WGS84 Ellipsoidal Height value & why it can/can't be use to get elevation differences between points?I read a lot about why...

If you will be working with a small survey crew (<2) then requisition for several 360 prisms/tribach sets. Run a GPS control either via static or t...

hi can you give a link to a GTS 229 that needs vertical calibration. Or better yet how to calibrate it? Is it easily done?

Great tips mates, thanks a lot.Will take a look at the Pipe Mic.

Love them or hate them, Autodesk's softwares have a certain quality to them. Load a 2-3 year old version on a new machine & operations are flying....

Accuracy Limit Settings?Thank you for the answers mates.

Accuracy Limit Settings?Mine is the ISX, not sure what the X stands for. When I was using it several years ago, I remember I could get 1km + from base...

I have those metal lettering sets that you hammer onto metal discs. Problem I have using them is if the first strike don't produce a clean letter then...

5-20 cm for total station elevation closure.Most of the time, 1-2 cm is achievable with a total station for a ~5 traverse station loop on flat open te...

Russians are scary. Too much watching movies maybe.

> We can't escape the coming technology. Like I read a year or so ago (can't remember the source) the profit we will generate in the future will n...

Would be ok except company is located in Russia...