In civil labeler and the place text tools, it would be useful to have a "Background" toggle option for text. Right now, if we want text to have a background, we have to set it in the text style. Since there are varying situations where we want or ...

Currently, in order to create en equilateral turnout, one needs to recreate one of the branches (with exact geometry) and then add the branch part. This process has a lot of inconsistencies and sometimes results in unexpected geometries ( transiti...

When exporting a drainage flex table in ESRI format, the default field names include names longer than 10 characters. This throws the error message: "The Esri Shapefile field name <Middle_Flow> for column <Flow (Middle)> cannot be long...

While building an Annotation Group, Annotation Definitions have to be selected one at a time in a temporary window. Make the definition selection window persistent, and allow multiple definitions to be simultaneously selected for addition to the a...

MnDOT would like to set a network location for the standard libraries. This way every user gets the current design. OpenRoads SignCAD does not currently support UNC paths or writing a conditional in the OrganizationSetting.cfg file. It seems illog...

We create typical cross sections as part of our plan set. I've seen guidance from Bentley on how to use different parts of the 3D corridor model to cut cross sections in specific places and then use those cross sections as the typical cross sectio...

Currently the Mass Haul Diagram volumes are generated from 3D mesh volumes and the End Area Volumes report calculates the volumes from the cross section areas. Hence there is a difference between the Mass Ordinate values between the two reports. I...

Would be beneficial to be to add overlaps to profile named boundaries so they match the plan sheets. Would like for this to be an automated option when creating profile named boundaries based from the Plan sheet named boundaries.

When the connection plates or stiffeners are placed, they are appearing half-embedded into the web with an equivalent gap on the opposing edge. For it to actually be correct, the plates should be beveled to match the vertical face of the web.

When performing a superstructure replacement, it is common to design the proposed superstructure in LRFD but then analyze the existing substructure capacity in LFD. Currently with LEAP Steel, because the superstructure was designed in LRFD the sub...