LnPulvRelOne
Last updated: 2023-09-06
Description
Subassembly used to define pulverize and relay sections allowing for shoulder widening on a single side. Elevation of the attachment point is computed from the baseline alignment and profile. Multiple occurences of the LanePulverizeandRelayOneSide can be strung together to model more then one lane of pulverize and relay on a single side.
Behavior
This subassembly is used to define pulverize and relay sections allowing for shoulder widening on a single side. Subassembly first finds the bottom of the pulverize surface by using the attachment point elevation and subtracting the overlay depth and then subtracting the Pulverize depth. All other links and slopes are drawn from this point. By definition, the bottom of the pulverize is also the bottom of the relay. The top of the relay is located by adding the Relay Depth from the bottom of pulverize/relay surface. The link modeling the top of the relay and the link modeling the bottom of the relay are extended outward to the Relay Width Defined using the Slope of the Pavement.
Once the Top of the Relay has been modeled, the overlay is computed by adding the Overlay Depth to this vertical location. The overlay is then extended out outward to the Lane Width defined using the Slope of the Pavement. Note that the elevation of the inside edge of the overlay may be different then the attachment point elevation if the relay depth is different than the pulverize depth.
The cutout section begins at the offset defined by the Pulverize Width parameter. Layers defining the bottom of the first base course layer, second base course layer, and top of the subgrade surface are defined measuring down from the top of the overlay at the offset of the ETW point determined by the Lane Width input. The Depth to Subgrade defines the depth of the bottom of the lowest base course layer. If the Base Depth entered is greater than the Subbase Depth entered, then Subbase Depth is equal to the Base Depth. If the Depth to Subgrade input is less than either the Base Depth or the Subbase Depth, then the Depth to Subgrade will be equal to the greater of the two values.
The cutout area is defined by an essentially vertical link (slight offset from vertical so that surfaces can be created). This link starts at the horizontal offset defined by the Pulverize Width parameter on the Target surface and extends down to the top of the subgrade (defined by the Depth to Subgrade Parameter). The base course link, subbase course link and top of subgrade link extend from this horizontal position outward to a distance defined by the Lane Width parameter or the Relay Width parameter, whichever is greater, using the slope parameter defined for the subgrade. All base course layers follow the slope of the subgrade. In addition, from the top of the essentially vertical link, links are inserted inward, following the Target Surface, until reaching the attachment point. This allows for a closed shape to be created for the pulverize.
Ultimately, a link is drawn from the outside edge of the subgrade link to its intersection with the top of relay link, creating closed shapes to allow for quanitification.
Attachment & layout mode operation
The attachment point is at the inside edge of the overlay on the top of the pavement surface.
In layout mode, this subassembly displays the overlay layer links starting from the attachment point sloping away at a slope -2%. Shown at the given width and slopes.
Input parameters
Info: All dimensions are in 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 | Left |
Lane Width | Specifies the lane width for the overlay. | Numeric | 12.0 |
Depth of the Overlay (inches) | Depth of the overlay in inches. | Numeric | 6.0 |
Base Depth | Distance from the top of the overlay to the bottom of the first base course layer. Outer limits of the base course link is defined by the lane width or the relay width, whichever is greater. | Numeric | 0.0 |
Subbase Depth | Distance from the top of the overlay to the bottom of the second base course layer. Outer limits of the subbase course link is defined by the lane width or the relay width, whichever is greater. | Numeric | 0.0 |
Subgrade Depth | Distance from the top of the overlay to the subgrade surface. If this parameter is set to 0.0, the Datum surface will follow the bottom of the pulverize surface from the outer limits of the pulverize width to the outer limits of the lane width or relay width, whichever is greater. | Numeric | 2.0 |
Superelevation Type | Specifies whether the superelevation slope defined for the baseline alignment should be used, if it exists. Entry of Fixed, or if there is no baseline outside/inside lane superelevation values at this location, results in the Fixed Pavement Slope parameter being used; Entry of Use Outside Lane SE results in the pavement slope being equal to insertion side Outside Lane Superelevation Slope for the defined baseline alignment; Entry of Use Inside Lane SE results in the pavement slope being equal to insertion side Inside Lane Superelevation Slope for the defined baseline alignment; Use the Opposite Side Outside Lane SE Multiplied by -1.0, which results in a pavement slope being equal to outside lane Superelevation Slope defined for the side opposite the insertion side multiplied by -1.0; and Use the Opposite Side Inside Lane SE Multiplied by -1.0, which results in a pavement slope being equal to inside lane Superelevation Slope defined for the side opposite the insertion side multiplied by -1.0. |
String, Combo List of options: a.) Fixed, b.) Use Outside Lane SE, c.) Use Inside Lane SE, d.) Use the Opposite Side Outside Lane SE Multiplied by -1.0, e.) Use the Opposite Side Inside Lane SE Multiplied by -1.0 |
Use Outside Lane SE |
Fixed Pavement Slope | Fixed slope of the top of pavement link, used when the superelevation slope of the baseline alignment is not defined or specified not to be used. | Slope | -2% |
Subgrade SE Method | Specifies to the method used to determine the slope of the subgrade surface. |
List of options: a.) Use Outside Lane SE, b.) Use Inside Lane SE, c.) Use the Opposite Side Outside Lane SE Multiplied by -1.0, d.) Use the Opposite Side Inside Lane SE Multiplied by -1.0, e.) Follow Slope of Top of Pavement, f.) Fixed Slope |
Use Outside Lane SE |
Fixed Subgrade Slope | Default cross slope of the top of the subgrade surface. This value is used if Fixed Slope is selected as the Subgrade SE Method or superelevation is not specified for the baseline alignment. | Slope | -2% |
Pulverize Width | Width to outside edge of pulverize. Measured from the attachment point. | Numeric, Positive | 10.0 |
Pulverize Depth | Depth to the bottom of the pulverize layer. Measured down from the bottom of the overlay. | Numeric, Positive | 0.75 |
Relay Width | Width to the outer edge of the relay, measured horizontally from the attachment point. | Numeric, Positive | 15 |
Relay Depth | Depth of relay; measured up from the bottom of the pulverize. | Numeric, Positive | 1.15 |
Target parameters
This section lists the parameters in this subassembly that can be mapped to a target object such as a surface, alignment, or profile object in a drawing. For more information, see Setting and Editing Targets in the AutoCAD Civil 3D User's Guide Help.
Parameter | Description | Status |
---|---|---|
Target Surface | Surface used to close the cutout area. The following object types can be used as targets for specifying the surface: surfaces. | Required |
Lane Width | Object used to define the lane width for the overlay. If insertion side is right, the object must be located to the right of the attachment point. If insertion side is left, the object must be located to the left of the attachment point. The following object types can be used as targets for specifying the width: alignments, polylines, feature lines, or survey features. | Optional |
Pulverize Width | Object used to define the width to pulverize. If insertion side is right, the object must be located to the right of the attachment point. If insertion side is left, the object must be located to the left of the attachment point. The following object types can be used as targets for specifying the width: alignments, polylines, feature lines, or survey features. | Optional |
Relay Width | Object used to define the width to the relay. If insertion side is right, the object must be located to the right of the attachment point. If insertion side is left, the object must be located to the left of the attachment point. The following object types can be used as targets for specifying the width: alignments, polylines, feature lines, or survey features. | Optional |
Output parameters
Parameter | Description | Type |
---|---|---|
Pavement Slope | Slope of the Top of Pavement. | Slope |
Subgrade Slope | Slope of the Subgrade Surface. | Slope |
Base Depth | Base1 Depth at outer Edge computed by taking the difference between the elevation at ETW and ETW_Base1 | Numeric |
Subbase Depth | Base2 Depth at outer Edge computed by taking the difference between the elevation at ETW and ETW_Base2. | Numeric |
Depth to Subgrade | Depth to Subgrade at outer Edge computed by taking the difference between the elevation at ETW and ETW_Sub | Numeric |
Depth to Top of Relay | Depth to the Top of Relay Surface. Computed by measuring down vertically from ETW to the TopRelay link | Numeric |
Elevation of ETW_Sub | Elevation of the outside edge of the subgrade surface. | Numeric |
Offset of ETW_Sub | Offset of the outside edge of the subgrade surface. This offset is distance from baseline alignment. If offset is to the right of the baseline, then it is a positive value, if it is left of the baseline, it is a negative value. | Numeric |
Offset of ETW | Offset of the outside edge of the top of pavement. This offset is distance from baseline alignment. If offset is to the right of the baseline, then it is a positive value, if it is left of the baseline, it is a negative value. | Numeric |
Coding diagram
When Depth to Subgrade = 0.0
Point, Link, and Shape codes
Point/Link/Shape | Codes | Description |
---|---|---|
P1 |
Crown CL |
|
P4 | TopRelay_In | Inside edge of the top of the relay surface. |
P5 | BottomRelay_In | Inside edge of the bottom of the relay surface. |
P6 | ETW | Outside edge of overlay at the top of the pavement. |
P7 | ETW_Pave1 | Outside edge of overlay at the bottom of the pavement. |
P8 | ETW_Base1 | |
P9 | ETW_Base2 | |
P10 | ETW_Sub | |
P11 | Cutout | Top inside edge of Cutout |
P12 | Cutout_Base1 | Cutout edge of bottom of first base course layer. |
P13 | Cutout_Base2 | Cutout edge of bottom of second base course layer. |
P14 | Cutout_Sub | Cutout edge of top of subgrade. |
P15 | Pulv_Out | Outside Edge of the bottom of the Pulverize. |
P54 | TopRelay_Out | Outside Edge of the Top of the Relay Surface |
P55 | BottomRelay_Out | Outside Edge of the Bottom of the Relay Surface |
L1 | PaveLn1 | |
L2 (link from points P4 to P54) | TopRelay | Bottom of Relay Surface |
L3 | BottomRelay | Bottom of Relay Surface - Link from Point P5 to Point P55 |
L4 | DatumSubbaseSUBGCutout | |
L5 | ||
L7 | Base1 | Bottom of first base course layer. |
L8 | Base2 | Bottom of second base course layer. |
L9 | DatumSubbaseSUBGCutout | Subgrade Surface |
L10 | Pulverize | |
L11 | Cutout | |
L12 | DatumSubbaseSUBG | Runs concurrently with a portion of BottomRelay from point P15 to point P5 |
S1 | Pave1 | |
S2 | Relay | Area of Relayed Material |
S3 | Pulverize | Area of Pulverize |
S4 | Base1 | |
S5 | Base2 | |
S6 | Subbase |