Hello,

I would like to compare notes with anyone who is using centimeter-grade Trimble GNSS receivers with real-time corrections from MaineDOT's CORS/VRS, collecting into AGOL using Collector or Field Maps. This is a multi-layered software stack and we are winding up with shots that don't agree with trusted shots from other equipment. I want to make sure we're not transforming data any more than absolutely necessary.

So if you're using this kind of configuration - and especially if you've verified your setup against control points - I'd really appreciate a chat! If I get anywhere, I will recap for the list.

Thanks,
Andy


Andy Smith-Petersen, GISP
Senior Business Systems Analyst - GIS
Portland Water District
Phone: 207-523-5417
E-mail: [log in to unmask]
http://www.pwd.org

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