Nate The Surveyor
Well-Known Member
1.) Make the Cellular Corrections work right. I have paid for cellular corrections through some company. It barely worked. I gave it up. Lost money and time.
OR
Come up with a corrections method, that WORKS 100%.
So, my item one is corrections need to be fast, full, and trouble free.
2.) Keep updating the LS, and it's cogo, and such. Make it into a MORE advance system. As is, the COGO is clunky.
3.) MAKE a program for the PC, that allows the OFFICE PC to emulate the LS. So that you can DPOS from the PC, and you can do MANY things without the actual LS in hand. Maybe the field crew needs the LS, while the office guy is busy. Solving WHICH version of the coordinate is correct.
4.) Communicate with your user base. Tell us what is going on with the company. Tell us what you are doing. Keep us in the loop. Don't hide from us. Keep things going. Since Dr. Javad passed, the company has not kept us in the loop. Who owns the company. Who is spearheading new development? Is MM level GPS in the dark woods coming? Trimble and company has said that they will buy Javad out, when he fails. (I dread that!)
5.) Please hire a "Director of communications" for the company. Who is writing code, software? What is the pilots name? The co-pilot? Where are we going, and what's our ETA? (Estimated Time of Arrival). Hire somebody that IS a surveyor, and understands what we want, and can serve as a "Go Between".
Have you even seen how an engineer writes down a magnetic bearing? Looks like this:
N 01°14'38.9285999999999999" E
The surveyor would just put N 01°15' E
or N 15-1/4° E.
Keep up the good work. Keep us in the loop. Don't give an inch to Trimble!!
To quote an old friend, "You've come a long way, baby!".
And, I add, Yeah, let's go the rest of the way!!
Happy 2025!!
Nate
OR
Come up with a corrections method, that WORKS 100%.
So, my item one is corrections need to be fast, full, and trouble free.
2.) Keep updating the LS, and it's cogo, and such. Make it into a MORE advance system. As is, the COGO is clunky.
3.) MAKE a program for the PC, that allows the OFFICE PC to emulate the LS. So that you can DPOS from the PC, and you can do MANY things without the actual LS in hand. Maybe the field crew needs the LS, while the office guy is busy. Solving WHICH version of the coordinate is correct.
4.) Communicate with your user base. Tell us what is going on with the company. Tell us what you are doing. Keep us in the loop. Don't hide from us. Keep things going. Since Dr. Javad passed, the company has not kept us in the loop. Who owns the company. Who is spearheading new development? Is MM level GPS in the dark woods coming? Trimble and company has said that they will buy Javad out, when he fails. (I dread that!)
5.) Please hire a "Director of communications" for the company. Who is writing code, software? What is the pilots name? The co-pilot? Where are we going, and what's our ETA? (Estimated Time of Arrival). Hire somebody that IS a surveyor, and understands what we want, and can serve as a "Go Between".
Have you even seen how an engineer writes down a magnetic bearing? Looks like this:
N 01°14'38.9285999999999999" E
The surveyor would just put N 01°15' E
or N 15-1/4° E.
Keep up the good work. Keep us in the loop. Don't give an inch to Trimble!!
To quote an old friend, "You've come a long way, baby!".
And, I add, Yeah, let's go the rest of the way!!
Happy 2025!!
Nate
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