We're doing the survey work for a new landfill cell in which we are responsible for the site control, pipe staking, and as-built survey.
We set 5 control points around the site and the contractor set his secondary control from that for his D6R w/GPS. They've finished 3 sides of the cell (finish graded and rolled 3:1 & 5:1 slopes) and we went out today to check the grades on a 50' grid.
I was impressed.....
On any area they had finished about the most error I found was about 0.10 ft. with most shots less than 0.05 ft. and quite a few at 0.01 ft. The break lines were all nice and crisp and lined up almost perfectly to plan.
Considering there will always be some error in our control....some error in the contractor's secondary control....some error in the dozer's positioning....and some error in our as-built measurments, it's amazing that the final product can come out so close. (plus the contractor has to know how much to leave it high so the compactor roller will bring it down to finish grade)
As I said...I was impressed.
We set 5 control points around the site and the contractor set his secondary control from that for his D6R w/GPS. They've finished 3 sides of the cell (finish graded and rolled 3:1 & 5:1 slopes) and we went out today to check the grades on a 50' grid.
I was impressed.....
On any area they had finished about the most error I found was about 0.10 ft. with most shots less than 0.05 ft. and quite a few at 0.01 ft. The break lines were all nice and crisp and lined up almost perfectly to plan.
Considering there will always be some error in our control....some error in the contractor's secondary control....some error in the dozer's positioning....and some error in our as-built measurments, it's amazing that the final product can come out so close. (plus the contractor has to know how much to leave it high so the compactor roller will bring it down to finish grade)
As I said...I was impressed.