Пікірлер

• 
  @chriswarren52714 күн бұрын

  This was very helpful. Thank you!

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  @MaxDahlgren-p6b20 күн бұрын

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

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  @paulhaugen1341Ай бұрын

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

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  @mattbowie1635Ай бұрын

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

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  @Sarkiss40Ай бұрын

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

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  @nicxonpiaso6199Ай бұрын

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

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  @tjent.9238Ай бұрын

  Hey can the new point names increment downwards?

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  @oianaveАй бұрын

  Obrigado pelos ensinamentos!

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  @MillionFoul2 ай бұрын

  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?

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  @bevi-tv99972 ай бұрын

  Cool

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  @michele36802 ай бұрын

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

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  @geodeticchicken2 ай бұрын

  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.

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  @Sir.K22 ай бұрын

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

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  @faustogonzalez25542 ай бұрын

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

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  @kishascape3 ай бұрын

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

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  @kishascape3 ай бұрын

  Just what I need for open street maps.

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  @muhammadrafiq25023 ай бұрын

  i need this USB data cable driver P/N:73840019 how can i get

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  @radhouanammari84483 ай бұрын

  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 :)

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  @georgiosanthopoulos56023 ай бұрын

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

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  @MPZvideo3 ай бұрын

  thank u dylan, Its just what I needed

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  @mohamedsekoukourouma11053 ай бұрын

  Mr comment retrouvé la comment importe

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  @robertlennox24143 ай бұрын

  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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  @photodotedit53364 ай бұрын

  How to buy admin account

• 
  @kelsioshea74364 ай бұрын

  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?

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  @nikagundadze89594 ай бұрын

  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?

• 
  @SimpleSocks4 ай бұрын

  Great vid!

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  @Mrbink014 ай бұрын

  no need for the background music.

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  @jayhaskamp22284 ай бұрын

  Thanks for sharing your opinion. I hope you continue to enjoy our free information and content that we provide.

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  @ReaperOfMars362 ай бұрын

  Does this work with the sx10 ? Can it replace the use of a tsc7?

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  @johnrodgers54714 ай бұрын

  Perfection thank you

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  @paulhaugen13414 ай бұрын

  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!

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  @saltpepperdax36944 ай бұрын

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

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  @TheGroverx5 ай бұрын

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

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  @SimpleSocks4 ай бұрын

  Glad to hear I’m not the only one with ground scale exports being broke 😅

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  @Suno_G_Song5 ай бұрын

  Please make a video regarding how to use sx10

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  @chrismaurer55575 ай бұрын

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

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  @markmacfarlane9195 ай бұрын

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

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  @KTS_856 ай бұрын

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

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  @user-ov1xf6fp8t6 ай бұрын

  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.

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  @flyinlo14746 ай бұрын

  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?

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  @alecjoseph12786 ай бұрын

  thanks

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  @melphilbrook45036 ай бұрын

  Congrats Dylan

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  @kimnoblitt8607 ай бұрын

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

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  @jacke89597 ай бұрын

  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 .

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  @TheBlueDreamTeam5 күн бұрын

  Thank you for the comments and questions. You bring up some very valid points that all surveyors should be aware of when thinking about precision and accuracy. I'll preface by saying the purpose of this video is to demonstrate one of the ways that you can utilize what Trimble refers to as "Precise Elevation" staking using the Roads Module. The option I'm referring to is shown at 0:44 in the video. By enabling "Precise Elevation" stakeout, it allows the user to utilize a robot for elevations while staking horizontally with GNSS. When considering an integrated survey style workflow, the user has the option to set up their instrument via Station Setup, Resection, Station Elevation, etc. Determine what's best for YOUR scenario. Yes, a Station Setup or Resection is preferred, but sometimes the user might not have the ability to perform a Station Setup or Resection whether that's due to lack of control or line of sight issues. Or maybe they just don't need to waste their time doing more than a station elevation routine, which is exactly what I demonstrated in the video. There are times where a GNSS solution will give you an acceptable horizontal position but not good enough vertical. That's where the robotic total station comes in. Bottom line - the Station Elevation routine allows you to quickly setup the robot for precise elevation staking by simply localizing in (benchmarking) on a known elevation. From there you're only using the robot for elevations. The GNSS is giving you your horizontal location. If you want precise horizontal and vertical, then a true station setup or resection would be the route to go. Thanks again for your comment and bringing forth a crucial topic.

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  @melphilbrook45037 ай бұрын

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

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  @GNHacks7 ай бұрын

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

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  @kevinstaddon85177 ай бұрын

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

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  @southernyankees86628 ай бұрын

  Shape kinda look like an air horn

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  @davidbosch2468 ай бұрын

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

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  @cimarronsilverlabs8 ай бұрын

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

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  @Jay-dn3um9 ай бұрын

  Can you get trimble access on an android phone yet?

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  @theonline99 ай бұрын

  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.

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  @chrismaurer55575 ай бұрын

  I have the same question I woudl like to use an R10 for a base instead of purchasing mroe equipmetn thank you

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  @brianjurgella66785 ай бұрын

  @@chrismaurer5557 We're a survey company with multiple R10s and R12s, and just did a test run with an R10 in base mode with our M300 and I connected to it and flew just fine. Haven't processed the data yet, but at first glance it seems to work fine following this workflow.

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  @chrismaurer55575 ай бұрын

  @@brianjurgella6678 Thank you for reply My other research into this found that I can make it work, but only through the WiFi connection, which is not helpful for our situations. I was hoping that it would be able to receive the radio link that our rovers use

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  @d112cons4 ай бұрын

  I believe the Trimble base need only communicate with the controller. I believe the drone need only collect its own data, the controller handles all the processing and corrections. If the question is "does the R10 have enough range to reach the drone" I don't believe it needs to.

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  @PsyQoBoy9 ай бұрын

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

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  @westonschneider35449 ай бұрын

  Hello. Thank you for your question. I always recommend that customers use the standard mode for establishing their control (backsight or resection). The default in the S series survey style is to average 5 measurements before storing the point with standard. Then if I am doing a simple topo, I will switch to tracking mode to save some time. But will switch back if I am checking into control later in the day. I hope this helps.