Stonex R25/R25LR Total Station - User Manual 96
North is the ordinate of current measured point;
East is the abscissa of current measured point;
Height is the elevation of current measured point;
Stake Distance is mileage increment when transect measuring. And this value will be negative when measuring
from big stake mark to small stake mark;
HzCor is the included angle between current collimation axis direction and “normal” direction of mileage of
occupied point which is perpendicular to the transect route. If measuring the transect where occupied point
lies, adjust this angle to 0 degree or 180 degrees.
In the “Transect measure” dialog, you can find the following softkeys:
• [MEASURE] to measure distance and angle;
• [REC] to save current measurement result;
• [EDM] to switch to “EDM Settings” dialog (see 5.3. EDM settings);
• [FINISH] to complete current transects measuring and make mileage successively increase to next
transect by stake distance;
• [SaveAs] to store current measured point as reference point (control point) whose name is Stn Mileage.
NOTE:
• During stake out and measuring, if the elevation of occupied point is unknown, this value will be defaulted
to “-9999.000” meters.
• During transect measuring, if current measured point is not within the control of plane alignment, valid
width and mileage difference can’t be calculated, thus this measured point will not be saved.
8.11.3. Data view
Under Road Menu, press F3 key, and then display “Road Data View” dialog. As shown, this function is to realize data
view of peg stake out and transect measure. All the results can be available for scan and deletion but not edit and
modification.
Peg data view
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