We are in the West zone. The distance between the GPS pairs seems to check out to a reasonable level. Our error is in the angles. Before any adjustmen...
It was out 0.23' in about 12,000'
I am in the process of doing that right now.
Yes. We figure a SF for each traverse between two pairs of control points.
KevinUnfortunately Georgia DOT requires we use a compass rule adjustment on our "traditional" traverses. We can and do use LSA on the GPS control.
Are you using a projection?KentWe are using state plane coordinates derived from geodetic positions obtained by Static GPS and reduced in Leica Geo Of...
Transverse with not much elevation change. Maybe 15' to 20'
The residuals for each set was under 1"
Autotrack
Are you talking about convergence? I have researched this and I can not figure out how to apply the convergence or what to apply it to.
Thanks for the responses.A few things I should have added to begin with.1. We are using a 1" robotic total station2. I am in Georgia around Atlanta3. ...
