Area: 25,386,513.04 S.F, 582.7941 Acres
Total Perimeter Distance> 27,715.94
Closure Error Distance> 0.0145 Error Bearing> S 37°14'31" W
Closure Precision> 1 in 1,908,411.1
First thoughts
Compensating Error
Pencil Whipping
Pure Damn Luck
Buy a Lottery Ticket
et cetera, et cetera, et cetera.
🙂
You got at least two very bad busts in there somewhere compensating each other out. One is probably by that environmental attorney's place and the other over by that white trash trailer park...
Pessimists. What would we do without them?
> First thoughts
> Compensating Error
> Pencil Whipping
> Pure Damn Luck
> Buy a Lottery Ticket
> et cetera, et cetera, et cetera.
>
> 🙂
:good:
done with a 10" Gun
Top mounted EDMI
& 35 TPs
No,no,no,no,no, you've done it all wrong. You have to throw a couple of feet in there. Otherwise they'll think you made it up.;-)
> Area: 25,386,513.04 S.F, 582.7941 Acres
> Total Perimeter Distance> 27,715.94
> Closure Error Distance> 0.0145 Error Bearing> S 37°14'31" W
> Closure Precision> 1 in 1,908,411.1
~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~
dang, a survey that can run a 582 acres traverse and calculate an area to the ).01' SF or the ten thousandth of an acre!!!
Some kind of work!
(of course if the gun is shooting bad, then it's meaningless!)
something must be off if you didn't misclose equivelant to the anticipated misclosure inherent to the convergence of the meridicans. Although perhaps you're surveying at the equator??
I just punched the plat in from a 1989. Pretty sweet!
About 3 miles of creek to traverse, I hope we can match their results.
> Area: 25,386,513.04 S.F, 582.7941 Acres
> Total Perimeter Distance> 27,715.94
> Closure Error Distance> 0.0145 Error Bearing> S 37°14'31" W
> Closure Precision> 1 in 1,908,411.1
That's one of the great things about GPS. It always gives you an answer...:-P
Oh hell, I thought that was a traverse, not the adjusted and final field notes. That's a bit different. It should be that good.
🙂
> Oh hell, I thought that was a traverse, not the adjusted and final field notes. That's a bit different. It should be that good.
Shoot....it should close FLAT!!
😉
Pencil whipping! I like that.
Excellent. Have a cold one on me. I like positive posts like yours. - Matt
Good work with your RB/S ! (RB/S = Rubber Boots per Second)
Seriously,no doubt you are force centering your traverse ?
Cheers
Derek
Your closure kinda sucks, ... for a rectangle. ;o)
JBS
...the computed angles closed flat...
(was using a compass)
DDSM
(Sum of Internal Angles = (n-2) × 180°)
I'll bet ya a :beer:
Yeah BUT
Did you find any corners:-P
Andy