OpenBuildings CATALOGs make it very easy to manage and retrieve data from multiple elements. Really making the I from BIM work. There is nothing similiar to that in OpenSite or OpenRoad, but it should! A very simple example is ifc shema class defi...

In the Template library, constraints are added to define relationships between points in the template which become linear features in the corridor model. In plan view, display a graphic indicator that identifies the constraints/relationship betwee...

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.

If you create a 3D slope line using the tool "Create 3D By Slope To Target" the result becomes an intelligent line dynamically linked to the horizontal/vertical geometry which is great, however, there are times when we would like to be able to qui...

It seems that currently it is possible to hatch/pattern corridor template components using Feature Definition. However, it does not show when applied to cut/fill meshes. Would be great to have this as an enhancement

Currently, if an OBM model is defined with a strut/web wall between pier columns, the strut will not transfer to LBS, and there is no way within the LBS substructure design module to add a strut/web wall. This is a hug problem because we have brid...

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...