Leica Geosystems TPS1100 Professional Series - Reference Manual User Manual

Page 197

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197

TPS1100 - Appl. Prog. Ref. Manual 2.2.0en

Road+

Data Files, continued

1. Permitted elements in the Hz-

alignment

Straight

defined by station
(chainage) and
coordinates of starting
point

Curve

defined by station
(chainage) and
coordinates of starting
point and
Radius of curve (– = left-
hand curve; + = right-
hand curve)

Spiral

between a Straight and a
Curve, defined by station
(chainage) and
coordinates of starting
point; and Parameter A

1

of spiral (negative
parameter = spiral into or
from left-hand curve)

Curve In

Clothoid transition
between a Curve of
larger radius and a Curve
of smaller radius, defined
by station (chaingage)
and coordinates of
starting point; and
Radius of larger curve;
and
Radius of smaller curve

Curve out Clothoid transition

between a Curve of
smaller radius and a
Curve of larger radius,
defined by station
(chaingage) and
coordinates of starting
point; and
Radius of smaller curve;
and
Radius of larger curve

1

A =

√√√√√

L x R, where L=length of

spiral, R=radius of curve

End of
project

(EOP) station (chainage)
and coordinates of end-
point

2. Permitted elements in V-

alignments

Straight

defined by station
(chainage) and height of
starting point

Curve

defined by station
(chainage) and height of
starting point and
radius of curve
(– = crest; + = dip)

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