Thanks all. I'll keep looking.

BTW. Nice forum update. Good work.

Make that 5 of 5.

Mind if I take a look. I have a few tricks.Office at customspatialsolutions.com.au

I'll take a look if you want. I have a machine here that can spin away at it while I work.Here's a couple of vids of my work.My suspicion is that the ...

Typical Guideline Is Double Occupation Time For ElevationHow will it affect the network?

IDGI. Isn't the point of the OPUS-RS stuff to test how accurate the OPUS-RS is when used under "normal conditions" - which as you noted, 20mins is acc...

I'm selling a heap of stuff, now that I'm out of the game (to some degree), but I'm hanging onto my 1203 TCRP. 😀

I used to be a surveyor. 😛

Thanks all. I'll probably stick my head in every so often. I'd rather not get too rusty with my surveying knowledge. 😀

I was thinking of writing a proper rebuttal, but I think this will suffice.Bahahahahahaaaaa. No.Oh yeah, and this:"Almost any error involved is statis...

IMO, if you have a C10, then the MS50 is pointless. Don't worry too much about the piezo drives of the monitoring instruments. The TS15 is much faster...

It's been a long time since I did it.My goal was simply to demonstrate that there was a problem with the instrument, rather than quantify the problem....

A few examples.MonitoringSite Control NetworksEngineering setoutsOne upcoming project will be the asbuilt survey of the brackets holding a catenary li...

In theory anyway. I had a 1" instrument a while back that passed every test the manufacturer threw at it, but had an incredibly eccentric horizontal c...

I'm sure that it's not. Not with the photo showing deviation and dates.

How did you manage to collect 1GB of data in a short time without a scanner?Photographs?