What did you learn from it?
Hey guys, I missed a tutorial because I was sick and can't figure this out. I have all the answers (Can post them if needed) can't solve it myself.
I know it might be a bit much to walk me through the whole question (If you can I'd love you forever but i understand).
However, if you can't, can you just tell me how you obtain the amount you need to adjust by?
Total is 991°42"55' what then?
Sorry for the stupid question. Any help would be appreciated.
https://imgur.com/a/ZqxmFCZ
I'd like to input raw data from instrument and coordinate file from gps and have it calc adjusted coordinates using a weighted least squares. A report with error ellipses would be nice too. I don't need any line work, it'll head to CAD for drafting.
.rw5 & .txt -> .txt -> C3D
What’s the best way to approach it? Do I need to setup the field book files a certain way? I have heard that the starting occupation and the closing angle point have to be the same ID is that still the case? Is it best to keep gps data separate from total station data. Any help would be appreciated
Title is the big question. I am a civil engineering major, currently working with a land surveyor part time (I'm enjoying it quite a lot!) She always talks about how great it would be for me to be dual-licensed in land surveying along with CE, but I don't have the scratch to double major. My home state (NJ) requires a degree to get a PS license - are there states that do not? And is it possible to pass the FS/PS with only working as an apprentice and a lot - I'm sure a LOT - of self-study?
Hey, folks!
Does anyone here listen to music while they're out in the field alone? I want to put together a Spotify playlist that I can download and play offline for my lonely days. Any song or group recommendations? I'm looking for some hearty solitude music.
All genres/opinions welcome, thanks! :)
I'm talking about the real Traverse Town. Not the one in DDD. Is it currently abandoned/empty?
I have been in the surveying industry for more than 20 years and worked in multiple countries. There are many times I’ve had bright ideas(?) about solutions to whatever seems to be an inconvenience at the time but have never put more thought or effort into them.
For a class I am currently taking, I am needing to question a sample group (surveyors) and see what issues they have (see below) and eventually look to design a solution (could be in theory or eventually design a product or service).
So, here is my statement I am looking for some help with from within the surveying industry:
There are many things that go right in our daily tasks as surveyors, and then there are some things that grind away at us. What are some issues you face within surveying? This could be in the office or out in the field, hardware or software, repetitive tasks, or just something that bugs you. Please list 1 – 3 items.
Many thanks in advance.
Edit: I really appreciate all the replies and look forward to more. I’ve commented below with 3 of my own examples too. Hopefully there are some solutions to what’s being commented and at the least people have been able to vent some frustrations.
So, this is something that I’ve been wondering about and that somewhat wanders into an are of Geomatics that I sometimes have issues with. So, what would you consider to be the cutting edge / technology of the future in the field? _ ~10 years ago it was LiDAR and Mobile LiDAR, after that it was and still is drones but what is something you see that is similar to those right now?
What's your opinion for this method?
I've been surveying for 7+ years now, mostly in the field as a crew chief for a smaller firm and just got done with my 2 years of surveying course work (I have a existing 4 year degree non survey related) so I can sit for the FS exam. I have been mostly self taught on CAD and feel comfortable with navigating CAD but I'm struggling with solving boundaries on my own. My question is, how did y'all learn the best way to solve boundaries and interpret legal descriptions? My course work gave me a great background in concept but real world application is lacking. I feel like I'm letting my bosses down when I can't figure out boundaries and complete a survey on my own (maybe I'm being too hard on myself) and/or I might not be getting the best training as both bosses are busy keeping work flow going as there is only 4 of us total in the company. Thanks.
As title says. My coworkers are also not surveyors by training and say that they are still trying to figure out the tech. The surveying equipment will be used to survey waterways for the purposes of modeling/understanding water flow. I’d like to make a good impression and start learning what I can about surveying in general as well as the specific equipment we will be using. I’ve tried looking at a few USGS links and Trimble’s website, but I need it dumbed down a good bit. I understand that this may be a steep learning curve, but can anyone point me to a modern surveying for beginners?
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Currently in school, testing for LSIT after May. We've done 2 small traverses and a large traverse on Leica Total Stations recently. I think they were TS07's if I remember correctly. On one of the traverses, our error was fairly low (<1'). On the others we were in the 4 and 8 degree range. We were short for time, so absolute accuracy and precision were not needed, but 4 and 8 degrees IS HUGE. Any ideas and/techniques to do better? Also it was very windy and cold, and we didn't really give the equipment time to acclimate My instructors haven't been great at this stuff. A little frustrated with their teaching, but we also have a bunch of fresh-out-of-high-school construction management students needing their hands constantly held.Thanks!
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What did you learn from this?
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