Pipe lengths and some other items are generally rounded up to nearest foot for quantities so to get the label to match the quantity we would need to hand modify the label.

Currently when placing an inline civil label along a drainage pipe, the prompts are 1) "Select Elements > Identify X" and 2) "Select Elements > Place Label" which sets both the rotation and placement of the label. It would be better to split...

When performing regressions, we'd like a tool that functions similarly to the Corridor Objects tool: have multiple functionalities all in one dialog. If we could perform regressions and have access to things like offsets, status (use, ignore, fixe...

Our industry requires to provide accurate horizontal alignment's annotation which shows element's length between turnouts (not only length of whole plan elements). This is what could be done by "Switch Height Plan" tool in Power Rail Track (PRT). ...

Need to be able to dimension Surface templ ates in the dynamic cross section view during design as well as XS Drawing Models for plans productions. Could do it in InRoads.

I know if you open dynamic cross sections based off a corridor you can place temporary dimensions. but if you open a dynamic cross section based off the alignment you cannot place temporary dimension lines. I need an easy way to get what slope a g...

Currently sight distance analysis results are purely 3d extended objects that only offers a limited amount of functionality to determine visually why a failure is occurring. Adding 2d geometry representation to these objects would allow users to p...

Please consider adding the ability for a user to insert a phrase within a phrase in the Right of Way Deed dialog box when using the Deed Writer tool based on the cursor location in the white text deed description box. This capability would give th...

Unlike the OpenRoads v8i functionality for this tool, Plan by 3D Element does not create Geometry that has an Active Profile and therefore can't be used for the majority of functions users want by default, namely Point Controls (in ORD and OBM Dec...

Since the 8th edition of AASHTO there has been more detail given on the use of Strut and Tie Modeling for the design of D-Regions in Concrete structures (AASHTO 8th & 9th Editions Section 5.8.2 and subsequent sections). In recent years there h...