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Surveying With Robert
США
Добавлен 1 мар 2018
Join Robert for an experience in surveying, as he travels throughout the Southeast.
Part 1 of Sync Files to the field and back to the office
In this first video I will show you how to use Trimble Connect to sync files to and from the office.
Просмотров: 617
Видео
Trimble R980 Review (subscription?)
Просмотров 1,1 тыс.2 месяца назад
Here is some news you wont hear anywhere else.
Surveying with a R8 3 base and rover using cellular and radio at the same time
Просмотров 9753 месяца назад
In this video I show you how you can run radio and cellular at the same time with an R8-3 as a base station.
Configuring a Hotspot with a DAC sim card
Просмотров 1 тыс.6 месяцев назад
Here I show you how to set up a $50 Walmart Hotspot with a sim card from Data Activation Center (DAC). How to configure and how to use it with an R12 and Access. Use Amazon Link below and support the channel. Don't forget to tell DAC I sent you , they will wave the activation fee. www.dataactivationcenter.com/ amzn.to/48sMWcG
Marksman vs ATLAS
Просмотров 1,4 тыс.7 месяцев назад
After my podcast with John I wanted to compare the Marksman to the ATLAS. Both are great survey tools. themarksman.ca/ talismantech.ca/
Cellular Base to Rover with Trimble Access IBSS
Просмотров 2,3 тыс.9 месяцев назад
Want to get more range out of your RTK system. Have you thought about using something other than radio when surveying with RTK base and rover? Let me introduce Trimble's solution, Internet Base Station Service. Internet Base station Service.
Can you store a Site Calibration in Access?
Просмотров 3,9 тыс.11 месяцев назад
In this video I will show you hot to store a Site Calibration in Trimble Access. I will also show some file management for staking projects with a background map and points.
A closer look at the Seafloor Systems TriDrone
Просмотров 1,5 тыс.11 месяцев назад
James Gager with Seafloor and myself discussing how the Seafloor TriDrone is configured. Then we put it in the water so you can see the performance.
Seafloor Video Podcast
Просмотров 64911 месяцев назад
Colt Ratliff and I talk to James Gager with Seafloor about the new TriDrone USV. This is a good discussion about Hydrographic Surveying and the use of drones in the water.
Trimble R750 Base Station Review
Просмотров 3,8 тыс.Год назад
So! In this video I am going to show you a less expensive base station that has several possibilities!
GPS RTK Surveying with one base and multiple rovers
Просмотров 9 тыс.Год назад
GPS RTK Surveying with one base and multiple rovers
Cellular Connection using Data Activation Center
Просмотров 1 тыс.Год назад
Cellular Connection using Data Activation Center
Convert Survey Pro files to Access or Origin files
Просмотров 1,5 тыс.Год назад
Convert Survey Pro files to Access or Origin files
My Trip to Trimble Dimensions 2022 in Las Vegas
Просмотров 1,8 тыс.Год назад
My Trip to Trimble Dimensions 2022 in Las Vegas
Process points with OPUS xml in TBC
Просмотров 1,5 тыс.2 года назад
Process points with OPUS xml in TBC
Are you using Trimble Access software or Siteworks?
@@sirc_remla access my friend
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.
Pretty much every surveyor I know uses state plane so I am not sure where are going with this. Please explain if you don’t mind.
So would you use it for setting targets ? The error seems significant
@@petrupreluca2942 it’s upside down? I would never shoot in control with the rod upside down. But lots of possibilities to collect things like building corners
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
@@deshailaw2818 I am not real good with those but if you drop me an email I have a guy that can help.
I have a tip for what to do with those flags, and it doesn't involve surveying
@@bigbosssauce7😉
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.
@@anthonyscott4422 ya, this stuff is hard to explain in 5 mins. lol
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.
@@C4Services call me
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
LOL… Surveyors! We over think everything. Fixed Ht tripod is 2 meters (6.562ft). What am I measuring? The lever extension is for a tripod. Maybe if I pulled a tape but I am not.
@@SurveyingWithRobertFor your base, it has the lever extension piece on it? 6.562ft is 2m, but you're telling access it's 2m to the lever of the extension when it's actually like 2.02m or whatever at that height. If you don't measure then you should use bottom of quick release, 2m+ the height of the lever extension bracket (.15m?)
@TroubledKiwi if I measure with a tape maybe. You are overthinking it. Nothing is or needs to be corrected. The center mast is 2m. The software knows the height of the lever extension and the phase center of the antenna which is where the measurement actually goes to. You can see this in the raw data. With the older antennas you had a special rod to measure with. Also at 2m height there is not enough slant to correct like if you were 4ft off the ground.
@@SurveyingWithRobert indeed likely the answer in similar within reason at the end. I would be curious what the HI difference is if you set it 2m@ lever extension or 2.15m@bottom.of quick release when using the lever extension. I'll have to look, it's probably small.
@@TroubledKiwi I would think it would be. Maybe I do a short on that.
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.
CHCNav will beat them all. Just matter of time...
Guess you haven’t been keeping up with what’s happening in the world with PRC products. I could show you a document from the federal government about using those types of receivers. Good receivers just where they are made.
But you did spill a bit 😅😅😅
I did 😉
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
The software is looking at those elevations and creating a slope distance. Think of it as standing on a cliff. Only a few feet away but a long way down. Does that help?
By the way this is not a Trimble issue. This is a surveying issue. Software doesn’t matter.
any book for training pdf x7
Are you looking for a training class?
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.
Great boxes. R12’s are amazing
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?
I have not
@@SurveyingWithRobert I like using distance offsetting in Trimble access this is really useful though at my company we use Trimble but only for the robotic total station, we have a geomax tablet with egps which gives us two data collectors so sometimes that is useful because I can get my helper to use the gps for one thing and I the party chief will use the Trimble but I still think the Trimble r12 is far superior we rented the r12i for a 400 acre bathemetric survey last winter and I would really love to have one.
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.
Check out my instagram and tic-toc accounts also LinkedIn
What company are you interviewing with?
McKnight and Associates P.C.
My phone number is on my website. Give me a call
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.
Glad you liked video!
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?
Lucky for you these are not a requirement just an option 😉
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..
0.52 is the distance between the true height and bottom notch.
@@SurveyingWithRobert Yes your exactly right.I eventually changed that setting in the tablet and it checked much better. Thanks for the response 😀
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 !
Easy button is to setup scale factor 1 and roll in this situation. I wish all surveyors understood more about the measurements they are taking. Their boundary decisions are based on those measurements.
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
You are looking at best case elevations will be 4mm but expect 4 cm’s. Horizontal is usually 4mm or better in some cases. If you need really tight vertical you may want to look at a robot.