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Are you using Trimble Access software or Siteworks?

Thanks! This really helps. 😊

This is very very helpful!

Personally I only use a local reference frame and peg my "Don't Care" elevations at 1000' which is my defined project reference height. So I would never run into this. But, I thought no one uses State Plane reference frames now that we have the High Resolution Reference Frame Network for GNSS. At least that's what I read.

So would you use it for setting targets ? The error seems significant

Great video. I set one up per the instruction and it works well. All of my DAC cards are AT&T and they are sending me replacements which are multi carrier (AT&T, T-Mobile, and Verizon). I am not sure it will work with the other networks on this particular hotspot but I suppose I will find out. Anyhow, very helpful video.

I have a MD4- 1000 but i cant link to remote

I have a tip for what to do with those flags, and it doesn't involve surveying

Great Video. Quick question, it is not giving me the option to merge or not to merge after I send it to process with RTx, I click import it processes it and I'm left with on point. Do you know why this is happening? Great video!

"This Video is going to be long" lol man, you could be saving me hours by spending 25 minutes. We'll live.

Robert do I need the DAC3 Pro SIM Card?

thanks! I forgot to recompute last time....

Hyee your good information

Thanks Robert! I am considering and have a perfect test case now.

This isn't a problem if you use Carlson Survey on your data collector :)

This is unrelated but how come they limit you on how many fields you can upload/import to the collector and not to the export? I need to use P,N,E,Z.FC,D and would like to not edit the file in the cadd software to separate the fields, any Ideas

This is very helpful. Thanks Robert

can anyone tell me the range you can get with this setup just using the internal radio in the r12?

Have to check this out too.

Thanks Robert

Hey, so how do you connect the access license to your email? Our company is looking to setup the sync manager and all the projects for 5+ controllers and crews but don't really see how they expect you to use it. We were planning to use one main account and buy a business license and then give access as we create projects and just have them sign in on their own. I believe when we signed in when we were testing, it only allowed us to create a few jobs like the personal account but we might have just been confused. We normally aren't signed in but we do have the current trimble access on our new controllers and really want to start using it

Hey man. I learned about you from Kevin. Is there a way to edit a polyline in trimble access? If you delete the line, it deletes the codes. I've used topcon, Leica and trimble sadly there is no perfect program.

Uhh. You have the lever extension selected. 2m+ lever extension, the imput height is what you measure the hypotunse distance to the lever extension. You cant put 2m in your case here because that will be in correct, since the measurement is a actually longer

Today, too many alternatives exist, with at least the same or even better performance, which you can buy less than a year of this subscription. Sorry, but these receivers are extremely overpriced. I work these days with an r12i and a CNC nav i73, and I see no difference.

But you did spill a bit 😅😅😅

I thought a 29.99 recurring charge was bad.

I don't work with Trimble so I need to ask: the difference shown in the video is the software trying to bring the total station shots to grid using or the GNSS shots to ground or because you have made the stake out with GNSS and using -99.999 elevation? I've got a little bit confused in what's going on. I don't know NAD83, but he distortion is not enough to be needed to convert the projected coordinates to PTL before settting out? Thanks

any book for training pdf x7

What if u dont have tbc completely unlocked.. and u have to send to opus

used to work with r10, loved them. you could felt the quality. really miss them.

Appreciate this robert, thanks

I have a question, my company uses Carlson command codes, B “begin” and E “end” the command codes are entered before the code so I get linework but Trimble doesn’t seem to recognize my command code is there a setting in Trimble where I can tell it that I’m putting the command code in front of the the code?

Hey Robert, have you had any experience with geomax xpad tablets?

Not quite related, but I always enjoyed helping the guys running 3D machine control that didn’t understand why their distances from the lines were off by several hundred feet. …data exported from the office with no heights… 😅

I have an interview tomorrow for a Land Surveying company. The guy told me to check out your videos so here i am. Ive occasionally seen people with tripods on the side of the road and i knew they were Surveying. But its cool to see more in depth what they were doing exactly.

It didn't take much research to figure out why your comparing the two in such outrageous ways. Let's go over how they both came to be again. Is that how they do business up in Canada? Buy American.

Magnetic feet? lol for what? So it can get stuck. If I see a layout guy trying to set a point inside a rebar cage I'll check the drawing just to be sure before calling him and his Foreman into my office with all of their tools. If you're a Surveyor I won't have to explain, to everyone else don't be fooled by this. I couldn't watch another second. You would want a smaller, more accurate bubble? Lmao. At least the red one looks designed for layout. That other contraption looks like it would pull possum if you grabbed it wrong. Not trying to wreck you're little laser party but man we need these guys puttin points on the ground not trying to get followers on ig. And I'll bet that screw on the side tightens those legs. I'll bet that one with all the bells and whistles is a cheap knockoff its hard to make it out right but is that a patent on the red one?

3:49 Nice green scree.... I mean "shop"! 😂

Well within tolerance

Genius 👏👏

Thank you! This is probably the most helpful video I've found! Coming from using Leica only the Past 7 years. I'll be checking out more videos!

Robert have you figured out a way to get the descriptions from the survey pro file to come into the Access job? When using the converter or through TBC I’m losing the point descriptions.

I'm sitting right now.. having every problem.. data link issues, switched controller, robot, antennas. Now my vertical is out .52'.. I checked everything..

I will ship you a new DAC hat friend!

Great Stuff Robert!!! Keep it comin brother, are we gonna see anymore FPV stuff? Im an FPV enthusiast and loved seeing that camera on the rc boat

Great video thank you sir

Don’t survey in the devil’s living room

Namber 1

Magic Robert should be your name . Is so nice to hear words as orthometric high and all of that. Some big field stations , where the goal is to have accurate hights an such can be out quite a lot after u perform Helmert transofrmation or any custom 3d best fit or whatever the math people do to get some proper elipsoidal dist. Some people don t get it and I dont know why. A note about what to define small and big specialy in this marvelouse case study u have explained. Would u consider fix STN 1000 and shoot STN1001 with bearing only , so to have a othometric high coming from flat or plan surface that the instrument build on your fix ? PS. Land surveyors don t take just mesuraments , we deal with them and their residuals . We are not lasers or setting out engineers , we transform and create models for ground features . 2) we don t just go and press buttons , we check things out, shoot check shots and check our stations and others when and where informations are given. We deal with flat and curved distances. Thanks a lot Robert !

Hi Robert, great video, I just wanted to ask, do you think this equipment is suitable for surveying kerb lines on uk roads? the dimensions for the kerb are 255mm x 125 x 914mm and i am expected to survey back of kerb to front of kerb along the surface of road but i am suspicious of the accuracy especially with elevations