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
Design cant at the defined chainage.
Pendular
length
The pendulum length as distance value: The difference in ele-
vation of the pendulum centre on the original track and
above the axis point.
Def pendu-
lum dis-
placement
The defined horizontal displacement for the track.
Def pendu-
lum angle
The pendulum displacement and the superelevation (cant)
define the pendulum angle.
Actual pen-
dulum dis-
placement
The current horizontal displacement for the track.
Separator
and
Unused line
Empty line.
Current
super-eleva-
tion
Available for Check. Superelevation of the current position.
This value is calculated by using the ’Second Point of Cant’
option, which is located in the toolbox.
Measured
super-eleva-
tion
Displays the value entered on
Check Track
, page. The
value is measured with a camber measurement instrument.
☞
Using
Second Point
of the toolbox,
Measured
super-elevation
on the page is set to
-----
and
is not stored in the DBX. The current cant value of
Second Point
is used and not the manually
entered measured cant value.
Super-ele-
vation dif-
ference
The calculation depends on the setting for
Use super-eleva-
tion
in
Road Settings
,
Rail design
page:
•
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
, page
•
For
Use super-elevation
:
Show message
:
Super-elevation difference
=
-----
Also available for
Stake
:
Track & gauge device
or
Rails & gauge device
:
Director rail
offset dif-
ference
Difference between the theoretical position of the rail direc-
tor and the measured position.
Left rail
height dif-
ference
Height difference between the theoretical left rail position
and the measured position.
Roads - General
675
