LaneFromTaperedCentralReserve1

This subassembly inserts one or more travel lanes outward at a constant gradient from an alignment that defines the edge of a central reserve that tapers to allow for left-turning lanes.

The alignment defining the edge of the central reserve may at times be either not present (Case 1), outside the carriageway centerline (Case 2), or inside of the centerline (Case 3). To use this subassembly you should have separate alignments defining the left and right edges of the central reserve. It may be necessary to define separate corridor model regions for each individual central reserve.

Attachment

The attachment point is at the location where the inside edge of carriageway would be if there was no central reserve. This is typically at the assembly baseline, but may be at any marker point on the assembly.

Input Parameters

Note: All dimensions are in meters or feet unless otherwise noted. All slopes are in run-over-rise form (for example, 4 : 1) unless indicated as a percent slope with a “%” sign.

Parameter

Description

Type

Default

Side

Specifies which side to place the subassembly.

Left / Right

Right

Lane Width

Width of the lane for the condition where there is no central reserve; that is, from the attachment point to the outside edge of carriageway.

Numeric

3.6 m

12.0 ft

Use Superelevation Slope

Specifies to use superelevation slope

Selection list No
Slope Direction

Specifies whether the shape slopes away from the crown or towards the crown

Selection list Away from Crown

Default Slope

Specifies default slope for the lane, if superelevation slope is not specified.

Numeric, positive

- 2.0%

Inside Adjustment

Used if the Central Reserve Edge alignment is at a fixed offset from the actual edge of carriageway (for example, at the back of kerb). Adjusts the calculated Lane Width to account for the offset (see diagram).

Numeric, positive

0.0

Outside Adjustment

Used if the Outside Lane Width alignment is at a fixed offset from the actual edge of carriageway (for example, at the back of kerb). Adjusts the calculated Lane Width to account for the offset (see diagram).

Numeric, positive

0.0

Pave1 Depth

Depth between finish gradient and Pave1 (zero to omit)

Numeric, non-negative

0.025 m

0.083 ft

Pave2 Depth

Depth between Pave1 and Pave2 (zero to omit)

Numeric, non-negative

0.025 m

0.083 ft

Base Depth

Depth between Pave1 and Base (zero to omit)

Numeric, non-negative

0.100 m

0.333 ft

Subbase Depth

Depth of the Subbase layer at the attachment point

(zero to omit)

Numeric, non-negative

0.300 m

1.0 ft

Target Parameters

This section lists the parameters in this subassembly that can be mapped to one or more target objects. For more information, see To Specify Corridor Targets.

Parameter

Description

Status

Central Reserve Edge

May be used to shift the starting offset of the lane to follow an edge-of-central reserve alignment. The following object types can be used as targets for specifying this: alignments, polylines, feature lines, or survey figures.

Optional

Lane Width

May be used to shift the ending offset of the lane to follow an edge-of-lane alignment. The following object types can be used as targets for specifying the width: alignments, polylines, feature lines, or survey figures.

Optional

Outside Level

May be used to override the normal lane slope and tie the outer edge of the travel lane to the level of a profile. The following object types can be used as targets for specifying the level: profiles, 3D polylines, feature lines, or survey figures.

Optional

Output Parameters

Parameter

Description

Type

Lane Width

Width of the lane

Numeric

Lane %Slope

% slope of the lane

Numeric

Behavior

Outside Edge of Carriageway: The width to the outside edge of carriageway can be defined by a fixed numeric width, or an alignment can be used to override the width. The level is determined by applying the specified slope for the width of the lane, unless an Outside Level profile is given. In that case, the outside edge level is tied to the profile, and the slope is adjusted.

The location of the inside edge of carriageway is calculated based on the three cases shown in the preceding diagram. If no Central Reserve Edge alignment is given, or the given one is not found at a chainage, the inside edge is held at the attachment point (Case 1). If a Central Reserve Edge alignment is given, and that alignment is outside the lane’s attachment point, the inside edge is shifted outward from the attachment point at lane slope (Case 2). If the Central Reserve Edge alignment is inside the lane’s attachment point, the inside edge is shifted inward from the attachment point at the lane slope (Case 3).

Inside and Outside Adjustments: The Inside Adjustment and Outside Adjustment parameters are provided in case the alignment used for the central reserve edge or lane edge is at a fixed offset from the actual edge of carriageway. For example, the alignment being used for the Central Reserve Edge may be at the back-of-kerb instead of at the pavement edge. In this case the Inside Adjustment parameter should be set to the width of the kerb.

Layout Mode Operation

In layout mode, this subassembly displays the links comprising the lane for the given width and slope. If a superelevation slope is given (LI or LO), the links are displayed at a slope of -2%.

Point, Link, and Shape Codes

The following table lists the point, link, and shape codes for this subassembly that have codes assigned to them. Point, link, or shape codes for this subassembly that do not have codes assigned are not included in this table.

Point, Link, or Shape

Code

Description

P1, P2

EC

Edges of lane on finish surface

P3, P4

EC_Pave1

Edges of lane on Pave1 layer

P5, P6

EC_Pave2

Edges of lane on Pave2 layer

P7, P8

EC_Base

Edges of lane on Base layer

P9, P10

EC _Sub

Edges of lane on Subbase layer

L1

Top, Pave

Finish surface

L2

Pave1

Pave1 surface

L3

Pave2

Pave2 surface

L4

Base

Base surface

L5

SubBase, Datum

Subbase surface

S1

Pave1

Area between finish surface and Pave1

S2

Pave2

Area between Pave1 and Pave2

S3

Base

Area between Pave2 and Base

S4

SubBase

Area between Base and Subbase

Coding Diagram