You can add the additional width of the traveled way that is required on a curved
section. The administrator can edit an xml file, shared by the project team in the Data Setup to manage traveled way widening by laws (automatically
computed).
Lanes, medians and shoulders, along the horizontal alignment, can be distributed on each
side of a planar or crowned surface. As the swept path width (the amount of roadway width a
truck covers in negotiating a turn and is equal to the amount of offtracking plus the width
of the tractor unit), the front overhang width (the circular arc formed by the turning path
of the front side of a vehicle) and the lateral clearance (it provides clearance between
edge of the traveled way and nearest wheel path and for the body clearance between vehicles
passing or meeting) are considered, curves can be widened automatically in the
Horizontal Curve dialog box. For more information, see Alignment Design Customization.
Planar shoulders can be created on each side of the traveled way. Their slopes are managed
by dedicated angular laws (automatically computed). In tangents, a fixed angle is applied.
When the traveled way is superelevated, the angle is rectified so that the roll-over does
not exceed a targeted value as the slope between the traveled way and the shoulder must not
be too important. Their widths is either fixed, with possibly a different value for each
side of the traveled way, or managed by dedicated length laws.
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From the Road and Railway section of the
action bar, click Horizontal Alignment
and choose an
existing configuration (road or highway) in the Horizontal Alignment
Initialization dialog box.
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To custom the road, modify the following attributes if necessary: Profile
Specifications, Traveled way lane distribution,
Shoulder lane distribution, Rules.
The customization is only local to the edited 3D Shape, it does not impact the Data Setup.
You can design the shoulders or turnouts of the road (not only the crown part
of the road) for emergency use in the Horizontal Alignment
command and, manage superelevation in slopes between the traffic lane and the shoulder
in the Road Surface dialog box. After shoulder design, you can
manage shoulder superelevation in bends to avoid high slope between the traveled way and
the shoulder.
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To manage superelevation on shoulders in bends, do one of the following:
- Fix their width with possibly a different value for each side of the traveled
way
- Manage their width by dedicated length laws that can be automatically computed
as it is done for the traveled way.
Shoulders can be created on each side of the traveled way. Their slopes are managed
by dedicated angular laws that can be automatically computed: In tangents a fixed
angle is applied. When the traveled way is superelevated, the angle is rectified to
ensure the Roll-Over (not to have a large slope between the traveled way and the
shoulder) does not exceed a targeted value.
Shoulders (sharp grade break between the traveled way and the shoulder) can be
planar. Roll-over is also considered as a cross section element (algebraic difference
between the traveled way and the shoulder; maximum value: from 6 to 7%).
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To widen a curve automatically, set the Curve Widening Auto
parameter as true in the Horizontal Curve
dialog box.
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To widen a curve manually, set the Curve Widening Auto
parameter as false and edit the Curve
Widening value.
When the Ratio on Inner Edge Auto is set as
true, the laws in RoadAlignmentDesign.xml are automatically
computed to consider the curve widening which depends on the swept path of a design
vehicles and possibly lanes distribution. With these laws, the Ratio on Inner
Edge value is equal to 50% for example, it means that the width on each
side of the curve is the same.
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To manage widening independently on each side of the bends (or crowned surfaces), set
Ratio on Inner Edge Auto as false and
enter 100% for the Ratio on Inner Edge.
In this example, widening only occurs on the inner side of the
bend.