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.

Add the Target/Locate button to the corridor objects dialog in order to change the stationing of point controls, parametric constraints etc. instead of ma manually entering station.

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.

We currently have visual graphics to show us a KEY STATION or a POINT CONTROL has been added to your corridor. A visual graphic or notation that a template drop has been edited would be a nice addition. Also, maybe add the ability to add a short n...

Create an Easy civil cell for turn-out edition and turn-out annotation

I would like to see some of the tools from OpenCities, mainly the ability to read a geodata base, integrated into OpenRoads. Since Bentley Map was removed from the Select Series application and not added to the OpenRoads, we have very little GIS i...

We would like to be able to create cross section sheets by referencing previously created boundaries in a similar manner to how we currently are able to use Plan and Profile Named Boundaries across references.

There are often points in a template that should belong to multiple surfaces. For instance, we have a point in our rural templates that is part of the top mesh and should also belong to our aggregate shoulder alternate surface and our subgrade sur...

The current RM bridge ultimate capacity calculations allow for material reduction factors only, which are not used by AASHTO for reinforced and prestressed concrete. AASHTO concrete reduction factors for flexure and P-M capacities are based on the...