Rob Migliore shared this with us.... let's see how well you do...
I sometimes give an easy quiz to potential field and CAD people during their interview, just to get an understanding of their experience.
I wonder how many of you can answer these ques
With its advantages of fast, efficient, flexible and low cost, UAV tilt photography technology is slowly subverting the traditional surveying and mapping operation mode. It has become the “new darling” of the surveying and mapping industry. Applyin
Read more…The last two orders of caps I purchased for 5/8" rebar slide easily on and off the rebar. One order was from Stakemill and the other from Berntsen. Since both call for a model 5000 with either Permamark or PM I suspect both caps are permamark caps. W
Read more…We are having a problem with a robotic total station.
It appears that the point stored is not actually where the prism is at but at a location whose position varies from the true location. Sometimes the shot taken on the curb appears 0.5 feet into th
Read more…Hi guys,
could you pleas guide me how to show the site demolished walls and inlet outlet according to the standard symbole in a topographic map.
Thank you.
Read more…A question that I often receive from new land surveyors is How many feet is a square acre?
I am not quite sure why this stumps so many, but this is basically what I tell them with they ask.
A square enclosing one acre is approximately 69.57 yards, or
Hi Surveyors,
I have used 4 units of GNSS Newdi for 6 months which are set base and rover only on Newdi Equipment.
I plan to utilize Newdi can be operated interacting with another gnss (hi-target, south and chc) over same radio protocol.
Through wifi
Read more…Hi guys,
I am a bit confusing with the naming of the bechmarks when there be tow or more BMs those are share between tow travers, would we have to name them the same? or we have the option of give name the deffrent name for each travers?
thanks
Read more…
hey guys
what is your oponion regarding a site of about 5.5 hectars to be surveyed by total station and a 3d Scanner, would both of them will got fixed and come exactly togather or some deference is tolerable?
the leghnt of the area is about 0.5 km,
Read more…Hy Guyes,
looking for recomendation, There is needed of taking croos section along the river of 1.6 km (every each 5m section), for best of accuricy proposes is there needed to extend a closed travers or any? the area around has been surveyd and there
Read more…Does anyone have idea how to get south and east coordinate from drawing? normally we get north east coordinate but my area use only south east coordinate. can anyone help to advise or send me lisp file which i can get south east coordinate. if possib
Read more…Most land surveying related topics are evergreen - meaning the topics of discussion are many times timeless. If you have a question regarding Land Surveying in general, this is the place to ask your questions.
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