Відео

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

So, is remote elevate to pretty much determine the elevation of total station?

How would I get laird connection manager to my tsc3 if it isn’t already

If you run two bases, on different frequencies, you can avoid dumping the rover and merely switch radio frequency, and immediately take a subsequent rtk shot, and now you truly have statistically independent connections to that monument or control point without waiting for a sidereal time lapse.

How much did Will pay you for the advertising?? 😂 helpful video as always!

another option is to email or even text the csv/txt file to the field operator, then they can transfer that file with bluetooth to the DC. this works on the tsc3's as well and it works better on android devices as iphones are finnicky about bluetooth file transfers. of course, the two devices need to be paired and the user will need to open the bluetooth settings on the tsc7 to receive the file. with the tsc3, the Beam "app" under "connections" needs to be set to receive incoming beams (transfers). done it hundreds of times! I do like the live aspect of Teamviewer, though, that is pretty cool

Rob, did you ever get a chance to try defining your null elevation in Trimble Access? Would be very curious to know if that would circumvent this issue.

Wow! The cats meow!

Is there anyone here can help me why my tdc600 is keep on crashing when taking a picture.

I have try to access the webpage, the username and password is invalid. How can i access the webpage

Nice, hold one closes to the site. Push error to backsite. Measure/Calc new BS Point

Is there another video that you referred to making in the future? about using the data collector to get position for robot

Hi. I'm used to Leika from my last job. I am now using Trimble. I need help moving points. Example, calling point 1101 - 101. In Leika it was cogo rotate. When I do that with Trimble, I'm not getting the same. Anything that helps? Thanks

Is it possible to revert to a previous firmware version? R12i

Greetings from Brazil! 🇧🇷 I'm surveyor and I found your video by recommendation from UA-cam. Similar error I found in my daily work when a take the job from another surveyor... Make a video commenting about error from free station or resection (I don't know how you guys call this at USA) vs. backsight - forwardsight using total station after stakeout points from GNSS... Sometimes my angle don't close but my distance is fine...

Thank you for sharing 🎉❤ I particularly loved your explanation. Shalom 😊

Thank you!

where did you get that Total station replica "toy" on your shelf behind you ? that's awesome

I had an issue with Trimble Access this morning, I imported a CVS with GPS shots from one DC(1) into a different DC(2}. After looking at the review job on DC2, the import was successful and they were in a different point range, but my points I had already shot with a GPS on DC2 now have null N, E, and Elev. Is there a particular reason why that happened, even if there were duplicate points to overwrite?

Do you have a link you can provide for the Atlas website?

Worth noting that the marksman is also available in a cheaper non laser version. I do a lot of grid line set out on concrete slabs and have considered the marksman. However I acquired a Rothbucher systems set out target (one of their mini prisms on a flat base with neat sliding system). Downside is it relies on the ground being both flat and level, which for the floor slabs I work on is generally the case. It also works on walls, although assuming vertical and smooth. I've not seen the atlas before; is it available in Europe?

I have never used one of these that was premade, although we did fab a jig once out of plywood for anchor bolt layout in footers. Ours was a template for the anchor bolts that had a drilled and tapped hole for the P-Nut to mount in at the column CL so we could set the template square it using the string lines and asbuilt the location then remove the prism leaving the template for the crew to hang the bolts from. I like the magnetic feet on the Atlas, I can see where that would really come in handy on industrial sites. The improvement I see that is needed would be to have those broad feet to be caps that are removeable leaving pointed feet that could be used on uneven surfaces, i can see where the flat feet would not be a solid point of contact for stability in some situations that might allow wobble.

buddy you just saved my ass in Oaxaca MX with this video😂