This was very helpful. Thank you!

Is a terraflex subscription required to collect data in Survey123 and put into ArcGIS?

Can you do a resection with measure rounds? If so, how does that work?

My co worker over tightened one of the three levellers. Any ideas how to fix

How come you can open the Trimble Access so fast? my TSC5 takes more than 30 seconds to load Trimble Access!!!

Is that done with LiDAR scan data or drone photogrammetric data?

Hey can the new point names increment downwards?

Obrigado pelos ensinamentos!

I know this is a bit of an old video, but since the R12i includes TIP and tilt compensation, is it possible to apply tilt compensation to shots taken with the total station while doing integrated surveying?

Cool

I do not have on arcpad the utlima icon for searching satellites. How do I get it visible?

Excellent tutorial that's still assisting people. I wonder if there's a tool that would let you extract more than one at a time.

Very nice and informative video! Thank you! Could you please share the Geotag photos and how accurate that geotag is?

Hi. Do u have a vídeo about how to get the Calibration certificate of the locator or can u help me to get it?

Wow 18 inch accuracy before it even started averaging. Amazing man.

Just what I need for open street maps.

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Thank you for the video , can you tell me please which app should i download , i'm working with GPS RTK Bluetooth , this app doesn't work with this GPS ! thank you :)

I have to say Trimble logic is beyond comprehension, thank you very much for this splendid video.

thank u dylan, Its just what I needed

Mr comment retrouvé la comment importe

It seems to me that you would make your first measurement with all of the SV's enabled, and then QC the position with a each subset solutions. This QC is specifically to address multipath errors. The general theory is that if you have a multipath solution, the subsequent subset solutions with SV's in a different orientation will produce a different solution thus confirming a multipath error. It's the same theory of re-observing the point with a time separation. Contrarily, if the three positions agree, the solution is devoid of a multipath solution.

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I've been taking a face shot prior to starting measure rounds and using that, rather than taking my foresight shot in measure rounds. Will this cause any error in my traverse?

4:35 mins. In this situation my DMI status goes ok for 2 mins and after this, goes offline, i tried everything, do you know something about this?

Great vid!

no need for the background music.

Perfection thank you

I started using integrated surveying last fall, mainly because I use an SX 12 (total station & scanner in one instrument) and it doesn’t track very well especially when you walk behind objects, traffic, etc. Being able to hit the search button and have it lock on nearly instantaneously, it is such a timesaver. It is also great when you get into an area where you have a lot of obstructions but you only need a few shots to get it done so you can toggle to GNSS mode and continue surveying. I highly recommend it. It greatly increases efficiency. Thanks for the video, Wes!

How well does TBC work for large format aerial cameras for manned aircrafts that have over 1000 frames?

I like the tutorial, the only problem is that TBC RCP export to ground is broke in 2023.11

Please make a video regarding how to use sx10

Do yo have to use lightning browser or does any browser work?

Does this work with a .pdf of a reference map?

What other states have a real-time GNSS network? And are those also accessible?

Great presentation - amazing technology - extremely knowledgably staff. Its easier for me to believe the accuracy’s that are being obtained when the individual obtaining those accuracy’s is a Professional Licensed Land Surveyor and not just a salesperson. Great job Bob Green, PLS.

Quick question on doing the Autolock Collimation. when you begin the procedure, if the TS locks onto the target BUT it is off, do you then manually move it to dead center then start the Collimation proces?

thanks

Congrats Dylan

We use a custom fcl. Curious as to what the miscoded BE designates?

Ok , let me say this. Frontier Precision is one of the coolest company I have been lucky to be aware of exitence . Now this video is a bit weird. Whatever the guy is doing is right, in the right fashion ecc. But this video can t be sold as "precise road stakeout with station elevation". I know u people would like to , but gpses are not precise, and they will never be. U can try to define a certain level of accuracy doing this hard aproximation of the flat to the curve yes, that is what the gps is for , but if u want to call this video precise road stakeout , u better start talking about setting up the instrument on a CP that belongs to a traverse (or if not , then u need to use statio elevation computing residuals from CPs ) shoot some other station using station setup plus and chack discrepances or residuals on that point. Or a three point resection. Even a free station setap will be better as long as we have control on site . This is the precise way to do the job. Is it accurate? Depense on may factors , from gps to edm, temprature, refraction ....not to mantion that if u need it precise my friend , u better start talking about angles and distances. All of this video has nothing to do with the term PRECISE. I know u can build up a resection with control points using integrated survey, view the sigmas "of the sample" but yet how big is the site ? what s the best time for gps obs? Are my cp Covering THE SURVEYED AREA in the best fation? How do behave this gpsed points from integrated survey when we move far form site, and the station set up point comming from them ? is the flat to curve working properly? For a good job to be precise and accurate traveresing can not be skipped , sorry. I am sorry to say, and to remind people that LSQ adjusment done in real time ad taken as they come in from your controller are dangerous to be used .

Excellent webinar. Can’t wait for Part II to look at the results of using great Survey Practices with a quality UAS solution

Trimble TDC 600 setup FN button how can i setup fn button to use them on the mesurements tasks

I get to 4:30 on your vid and get "ERROR: point cloud conversion failed" Message Any suggestions?

Shape kinda look like an air horn

Great teaching but for those of with ADD the background music makes it were I can not listen to what you are saying :(

Can you run a BBFF without closing the loop, only ending on a known BM?

Can you get trimble access on an android phone yet?

I'm not clear here. Can the trimble base station connect to the drone by radio like the RTK base from DJI? The DJI RTK is very flimsy and takes rebooting to adjust the lat/long/ht from an established rover point.

Why are you on "standard" and not on "tracking"