Last seen: January 9, 2026 1:42 pm
a couple guesses...drop back and check your gnss solutions. look for version3.80.8 it is more robust than some older ones. import your cors and hold t...
FTP ASHTECHHERE IT IS ftp://ftp.ashtech.com/Land%20Survey/Older%20Products/PM2/ i have pm3's so i hesitate to offer direct advice
good to see thatseems to me like the LDP is a fitting application for county to state size projections/reference frames and a GSDM would be the choice...
> So the r of the curvature as used in EF is not the same as the point of origin in ECEF as I always assumed for some stupid reason.i don't know th...
i just wrote a program for my hp33s, and checked in on some of dr. burkholder's values. they close.here it is for those that want to try it:lbl r inpu...
robert hill. does this mean you have people near to you that are waiting for results?
yes, getting a proper lunch with my honey, then a pair of roach killers...
thank you, sir. this is the part where people start telling me 'this is when the real work/learning starts' right?
go brad, great stuff. gavin's a good man to work for
happy bacon, wendell
over the topand off the hook. Uh oh, two minutes to Wapner!
twelve knot rope
i want to say floodplain, but this is not my area of expertise
one 'mnemonic' for large cross section work is to use figure, say sidewalk 1 at the nearest to the centerline of road, sidewalk 2 on the next one outw...
> > The options are to correct the record description or to correct the record description. kent, check your email. i sent an apology to you, an...
> Does anyone have a good technique for doing F2F field coding that does not require a lot of sketching in the field book? I have done F2F coding b...
Kent, and others, my apologies> > exactly! I'm pretty sure Kent is the one that was just repeatedly called names by a supposed professional. I...