Wow. Creator’s Edition is just one thing after another that used to work and no longer works.
We use PPP over serial cables to communicate with GNSS engines here all the time. The latest round of updates has disabled PPP on every single machine that used to work.
Below are instructions for making it work under Windows 10. I have no idea how to make it work under Windows 7 now (and that used to be the easy OS.)
Anyway, Keep Reading: [ PPPWindows10SetupNotes_RevA ]….
Setting up Wi-Fi on the X8 is not difficult. But it is different than most other data collectors.
Continue reading for my notes with pictures [ NautixX8_WiFi_Setup … ]
I collected static data with my (xyz) GPS receiver, just like I always do. It was in a wide open area, but when I submit data it reports that it cannot process the file or the vectors because they are noisy or fewer than 3 useable stations remain.
There are a lot of possible answers, but in this case the error message may be correct: “There are no nearby CORS stations WITH data.”
Let’s look at an example. [ Continue Reading … OPUSWontProcess_R001 ]
How do you check for the current OS Version on a Carlson Surveyor 2 (or Mini-2)?
[ OSVersionOnSurveyor2_R001 ]
Wow, there has been a lot of ink spilt on North Arrows and projection declarations for jobs based on GPS data.
Since I am not a licensed surveyor, my opinion does not count. But I get asked all the time. So here is an example of what I might do as a minimum:
I, Joe Blow, do hereby certify that I am a Professional Land Surveyor, holding
certificate 99999 as prescribed by the State of Chaos.
I further certify that I have prepared the diagram represented herein and that
the same is an accurate representation of a survey, and was conducted under
my direct supervision.
The Benchmark for this project is CP201
Coordinate System and Projection Information
Horizontal Datum = NAD83, North American Datum 1983,
2011 Realization 2010.0 Epoch
GPS Control = Maine DOT Virtual Reference System (VRS)
Vertical Datum = NAD88, North American Vertical Datum of 1988,
GEOID (used for GPS Derived Heights) = GEOID12B (NGS)
Ellipsoid = GRS1980
Projection = Maine West NAD83 State Plane Coordinates
Distance = US Survey Feet (1 Meter = 3937/1200 US Survey Feet)
Distances are Grid distances converted to Ground using a Combined Scale Factor
The Combined Scale Factor (0.99996067) for this project was derived at
Control Point 201
CP201 = 44 2 55.34000 N 69 58 23.05000 W NAD83
Ellipsoid Height 215.562 ft
GEOID -57.100 ft
Ortho Height 272.662 ft [NAVD88 (Computed using GEOID12B)]
Example: 9,857.824 SFeet Grid = 9,858.206 SFeet Ground
Bearings are with respect to State Plane Grid North
TN-SP 0° 8’ 4.57”
TN-MN 15° 36’ 37” (2017 Estimate)
Chaos PLS Number 99999
Let’s assume that we have an .RW5 (Raw File) for a job in one projection (a custom projection) and we want to reuse ‘SOME’ of the coordinates and GPS shots in this job, in a completely NEW job with an alternate projection.
Thesis: I have hundreds of control points and boundary shots for a job that were taken in a custom LDP. Now I want to work on an adjoining site, but in a new projection (or perhaps a standard State Plane Projection.)
If we assign the previous file as the control file of new job with a completely different projection, then we can import the RAW GPS positions to set a base, and we can use the raw data as the GPS coordinates for a localization.
Continue Reading > survce_reusingcoordintesbetweendifferentjobswithdifferentprojections_reva
The SP80 is billed as ‘the most connected receiver’ and without question, it is.
The internal Wi-Fi transmitter makes it possible to connect a SP80 directly to a Mi-Fi, which reduces the amount of data on the Bluetooth channel.
Let’s look at a comparison between the traditional ‘Data Collector Internet’ (DCI) configuration vs. the SP80 method [ … sp80-survce_wifi_connection … ]