Great videos Robert as usual. I love seeing different approaches to troubleshooting your data in TBC. Just an FYI you can delete all of those coordinates at once in the selection explorer by selecting the imported file name hitting type and deleting them in a batch. As always your videos are full of great information. Thanks!
Just stumbled across your channel, it is awesome. I appreciate your real world approach to solving and preventing problems with equipment and software. I learn something with each video, which are fun to watch too. Thanks!If you are looking for something to produce a video on, I request a segment on setting up and processing a project in TBC involving:- Setting Control and Data collection in SPC grid coordinates- Processing data from GNSS and total station- Exporting points in ground coordinatesI normally use Civil 3D to do all this but I know there is a better way...
Its coming, I have requested 4 more hours in a day but I haven't heard anything back yet...lol.. Thank you, more to come just been super busy here at the end of the year. I also started a podcast...WHAT WAS I THINKING!!!
Thanks for the great videos. Perhaps an easier solution would be be to export your LA state plane coordinates convert them to Lat, Lon and Height and import them into your new OK North job. - Learning a lot watching your SX10 scanning series video. Have done some mobile LIDAR surveys for beach profiling so the point cloud was the final product but now I am looking at an airbase where the spec is 0.01 ft. vertical on all concrete. SX10 looks like it will do the job but I am a little intimidated by the point cloud to AutoCad requirement. Like most surveyors I am better at acquiring data than presenting data. After watching your videos I am getting a handle on the workflow. I added a dedicated data processing guy to my bid. I hope it's enough.
Robert, Great content very helpful, however where is the sequel? Would like to know how your are processing your scan data and what kind of deliverable you are producing. thanks Jeffery A. Craig, PLS
Very good video! I hope I will never be in such situation in my practice, but if I do, now I know how to fix it up easily. Thanks Robert! Also I wanted to ask if you can make the video explaining the workflow on the border of the CS zones, I suppose that there are some issues that I don't know.
Wondering how you feel confident that your 2000+ points assumed the elevation delta from your keyed in control. I don't use TBC so am probably missing a concept in how it processes job data. Thanks
I like how cool and calm you are going through this and explaining everything, not jacked up and all screaming and hollering😂
Great videos Robert as usual. I love seeing different approaches to troubleshooting your data in TBC. Just an FYI you can delete all of those coordinates at once in the selection explorer by selecting the imported file name hitting type and deleting them in a batch. As always your videos are full of great information. Thanks!
Just stumbled across your channel, it is awesome. I appreciate your real world approach to solving and preventing problems with equipment and software. I learn something with each video, which are fun to watch too. Thanks!If you are looking for something to produce a video on, I request a segment on setting up and processing a project in TBC involving:- Setting Control and Data collection in SPC grid coordinates- Processing data from GNSS and total station- Exporting points in ground coordinatesI normally use Civil 3D to do all this but I know there is a better way...
Its coming, I have requested 4 more hours in a day but I haven't heard anything back yet...lol.. Thank you, more to come just been super busy here at the end of the year. I also started a podcast...WHAT WAS I THINKING!!!
Thanks for the great videos. Perhaps an easier solution would be be to export your LA state plane coordinates convert them to Lat, Lon and Height and import them into your new OK North job. - Learning a lot watching your SX10 scanning series video. Have done some mobile LIDAR surveys for beach profiling so the point cloud was the final product but now I am looking at an airbase where the spec is 0.01 ft. vertical on all concrete. SX10 looks like it will do the job but I am a little intimidated by the point cloud to AutoCad requirement. Like most surveyors I am better at acquiring data than presenting data. After watching your videos I am getting a handle on the workflow. I added a dedicated data processing guy to my bid. I hope it's enough.
Robert, Great content very helpful, however where is the sequel?
Would like to know how your are processing your scan data and what kind of deliverable you are producing. thanks Jeffery A. Craig, PLS
Soon very soon.
Very good video! I hope I will never be in such situation in my practice, but if I do, now I know how to fix it up easily. Thanks Robert! Also I wanted to ask if you can make the video explaining the workflow on the border of the CS zones, I suppose that there are some issues that I don't know.
Илья Феттер thank you. I will see what I can come up with.
Wondering how you feel confident that your 2000+ points assumed the elevation delta from your keyed in control. I don't use TBC so am probably missing a concept in how it processes job data. Thanks
Very because all the data is tied together in TBC
Could you of not done a transformation in Cogo settings
I am sure you could but you wouldn’t have the visual tools to confirm your transformation. Besides that it would take the fun out of the video😉
come to think of it i am not sure you could keep the scan data together if you used the cogo.
Just reading the title of this video made me cringe
Felt the same way when the customer asked me to fix it!!!