Traverse Adjustment

[mike834103]

First venture into adjustment not going so swell. Check adjust loop claims first station has no known northing/easting. But if I look in traverse editor it shows values for northing/easting. Also can the turned angles and distances be derived from point numbers in dwg to avoid manual input.

THANKS!

[19dmb83]

Check adjust loop claims first station has no known northing/easting.

The coordinates for these initial stations must be in the Survey Data Base as control points for the adjustment to work.

Also in your FBK, the closing (check) point must have the same point number as it was at the start of the traverse.

Hope this helps. I spent a few hours nutting this out earlier this week, and now know how the traverse adjustment works.

Dan

[Scooby]

The coordinates for these initial stations must be in the Survey Data Base as control points for the adjustment to work.

Also in your FBK, the closing (check) point must have the same point number as it was at the start of the traverse.

Hope this helps. I spent a few hours nutting this out earlier this week, and now know how the traverse adjustment works.

Dan

Dan,

My fieldbook file is everything right and control points as well.

Could you please explain to me how transverse adjustment works?
I have some doubts.

The topic bellow I have doubts about tranverse report.
http://http://forums.augi.com/showth...-Survey-Report

Fbk File attached.
Note: Just change the txt file to fbk.

Regards