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...

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...

This addition would allow a truck other than the AASHTO Fatigue truck to be checked for the fatigue load case when the design criteria require a different truck. Currently, it is NOT possible to check the fatigue load case for a live load other th...

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.

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...

It would really be helpful for users with OBD to not have to open OBD prior to opening OBM. That is a big pain point that I get a lot of complaints about. Also it is very confusing for users at first, they don't understand why they can't just clic...

Having the ability to quickly check both existing and design crossfall/superelevation would increase efficiency within the program as there would be no requirement to run a template and report to evaluate existing cross slopes

I know parametric constraints can be exported but if a corridor becomes corrupt then being able to rebuild it from scratch easily would be useful. Similar to an input file in MX