Leica Captivate Technical Reference Manual page 675

Roads - General
Field Description
Rail task Name of the current task.
Rail name Name of the centreline or rail being used as a reference.
Defined Design cant at the defined chainage.
design cant
Pendular The pendulum length as distance value: The difference in ele-
length vation of the pendulum centre on the original track and
above the axis point.
Def pendu- The defined horizontal displacement for the track.
lum dis-
placement
Def pendu- The pendulum displacement and the superelevation (cant)
lum angle define the pendulum angle.
Actual pen- The current horizontal displacement for the track.
dulum dis-
placement
Separator Empty line.
and
Unused line
Current Available for Check. Superelevation of the current position.
super-eleva- This value is calculated by using the 'Second Point of Cant'
tion option, which is located in the toolbox.
Measured Displays the value entered on Check Track,
super-eleva- value is measured with a camber measurement instrument.
tion
☞
Super-ele- The calculation depends on the setting for Use super-eleva-
vation dif- tion in Road Settings, Rail design page:
ference
• For Use super-elevation: From design:
Super-elevation difference = Measured cant - Current
design cant
• For Use super-elevation: Enter manually:
Super-elevation difference = Measured cant - Man-
ually defined cant of Check Track,
For Use super-elevation: Show message:
•
Super-elevation difference = -----
Also available for Stake: Track & gauge device or Rails & gauge device:
Director rail Difference between the theoretical position of the rail direc-
offset dif- tor and the measured position.
ference
Left rail Height difference between the theoretical left rail position
height dif- and the measured position.
ference
Using Second Point of the toolbox, Measured
super-elevation on the
is not stored in the DBX. The current cant value of
Second Point is used and not the manually
entered measured cant value.
page. The
page is set to ----- and
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