Currently, if a bridge is modeled in OBM using variable columns with a round cross-section, that column cannot be accurately transferred to LBS, nor can a variable-round cross-section be defined, analyzed, or designed within LBS. This is a big hol...

There are sometime where your end condition will be different if certain roadway item existed. However, only one infinite end condition can be drawn in a template. Which for us users require creating multiple template for those different end condi...

In ORD, In the Template window, would be beneficial to be able to create EC components made up a series of template points and "break" them into separate components and then merge them back together.

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...

The ability to copy an existing event point list in the Event Point List Dialog for Openroads. There are similar ideas for different products being requested.

For large scale projects, earthwork volumetric meshes cause considerable deficits in navigation performance due to the high count of vertices and faces to be calculated with each navigational operation. Use of scalable meshes for these components ...

It could be useful for different purposes to be able to create component meshes of defined length (construction, pre cast slab). I suggest to add at least 3 parameters to any component: length of the component: the question is then, where to measu...

Add ability to create picklist that we can associate value to it. In parametric contraint we could chosse a parameter and this parameter have a pick list. This pick list could be associated to a value list and we could use it for dusply rules or o...

A user asked, "Why is it that upon closing cross cross-section navigator, users have to re-associate an alignment, pick a viewport to display the dynamic cross sections, and then data point inside this viewport to get the Cross Section Navigator p...

A user has expressed the desire for the cross-section navigator to default to the beginning station of the associated alignment. Currently, ORD appears to remember the last station that was given focus or where cross-section navigator tools were u...