In the substructure reinforcement maybe need to be modeled in separate groups (using irregular dispatch, single rebar distribution etc.) to avoid obstructions like plies or girders that are cast into the concrete abutments/wingwalls. This may nece...

Reinforcement is typically tied together and is 3D modeled to reflect that. For example, a U bar tied into longitudinal/vertical bars. When a section cut is taken, the drawing models appears to show a single long U bar and not 2/3 separate bars. B...

surface templates apply depth vertically, in many cases it is desired a true depth that is perpendicular to the terrain.

Please update the software so to allow modeling additional exterior beam starting at abutment and ending before support lines and the added beam not parallel to the other continuous beam for multi-span unit.

To enhance productivity and efficiency in live projects, we need dynamic Named Boundaries linked to Geometry. This includes the ability to update the shape or location of a named boundary after creating a sheet model, with the changes reflected in...

Trench templates are used on pipes for fill quantities. It would be useful if you could place a trench that would automatically assign parametric constraints based on the size and pipe thickness of the pipes. Also, shapes other than a circle are d...

Our bridges are designed with a haunched (or angled) soffit at the outside edges of the deck. These extend from the outside edge of the deck down to the top of the outside girder flange. Right now, this can be fudged in a deck template on a straig...

I'm not sure how best to implement it, but it's not uncommon to have multiple people working on a project with multiple corridor files. Having just one itl for the project would cause a lot of conflict and possible erros so multiple itl files are ...

Currently, the only way to place a single point slope label on a terrain is using the "Analyze Point" tool which works ok, but there are no options at all for controlling the display of the label placed. We would like to have the ability to place ...

OBM does not currently allow for bent connection plates for diaphragms / cross frames. We need that ability to cover bridges skewed between 20 and 45 degrees.