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Applications

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Product Alignment of file vs File Schema - Need better compatibility between platform products in the same generation/schema

Please update the OpenX product(s) so that any DGN can be opened for editing no matter what product authored the file as long as it remains in the same Major schema version Suggest any DGN can be opened by any product (Site/Rail/Road/Bridge) regar...
about 1 year ago in Applications / OpenBridge Designer / OpenBridge Modeler / OpenRail Designer / OpenRoads Designer / OpenSite Designer 0 Future consideration

ROW Workflow - Functionality in Connect equivalent to Geopak COGO input files

In order to comply with the Kansas State Board of Technical Professions "Minimum Standards", the Kansas Department of Transportation is asking for an enhancement to OpenSite Designer CONNECT Edition software for Right of Way workflows as follows: ...
almost 3 years ago in OpenRail Designer / OpenRoads Designer / OpenSite Designer / Survey 6 Future consideration

Display transparent catchment boundary at the cursor when relocating an inlet.

Enable the user when relocating a catch basin to view the catchment boundary as the inlet location is adjusted. Thus, acting as a dynamic and transparent view of the catchment boundary for the inlet at the new location. This will simplify the work...
over 2 years ago in Drainage and Utilities / OpenRail Designer / OpenRoads Designer / OpenSite Designer 0 Future consideration

Enhancement to Introduce the Remapping Capability on Terrain Model’s Source Path

There is currently not a way to remap the terrain model’s source path in ORD. This capability is needed to be able to push survey data updates via rewriting a .tin file to then update from source (sourcing back to the rewritten .tin file with surv...
almost 2 years ago in OpenRail Designer / OpenRoads Designer / OpenSite Designer / Terrain 0 Future consideration

Variable Constraints on a Skew

I've found that variable constraints are highly effective when support lines are perpendicular to the alignment. However, when a skew is introduced to these support lines, a variable constraint continues to function perpendicular to the alignment ...
over 1 year ago in OpenBridge Modeler 0 Planned

Drainage Profile Change Property (Color/linestyle)

Currently, Profiles are drawn according to the feat definition/element templates of a node and/or conduits. There are times we need to differentiate the difference between an existing network vs proposed. eg. all proposed are required to be solid ...
about 1 year ago in Drainage and Utilities / OpenRail Designer / OpenRoads Designer 4 Planned

Multiple Vehicle Cross-Section Outlines

Unlike BRT, ORD does not allow defining different cross-section outlines for the front, middle, and rear of a vehicle. This capability is critical for accurate clearance assessments, especially for vehicles with varying geometry (e.g., tapered cab...
22 days ago in OpenRail Designer 0 Needs review

Inside Rail Pivot for Swept Envelope

In railway design, the standard practice is to pivot at the inside (low) rail when applying cant and generating swept envelopes. Currently, OpenRail Designer does not provide an option for this; users must create complex templates with point contr...
22 days ago in OpenRail Designer 0 Needs review

Superelevation Frame Annotation can annotate the 0% cross slope location

As part of the profile superelevation annotation, the annotation currently cannot annotate the location where the superelevation is 0%. This would be helpful to show in plans and for designers to easily see the station this point is at.
about 2 years ago in Annotation / OpenRail Designer / OpenRoads Designer 1 Future consideration

Add option to HorizontalAlignmentCheckIntegrity.xsl report to ignore angular differences for PIs with no curves.

In the InRoads Check Integrity command, the command would report "OK" for any PIs that did not have curves. We would like the ORD check integrity reports to not report issues at a PI if there are no curves present.
about 2 years ago in OpenRoads Designer / Reports 0 Future consideration