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...

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 ...

There can be a lot of instances on a project where a detail in a section is not practical to model 3D, and the user feels compelled draw the element live in the drawing model. It would be great to capture live elements with annotation groups, as t...

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...

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.

Many times an alignment is partly existing and partly new or changed. In the drawings this should be shown with different symbology and annotation, something that is not easy in ORD. A tool that can do this would be very useful!

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...

For now, the annotation of High and Low Points is very limited:# only one Low Point is detected - multiple low points are ignored# its is a linear3D annotation, and snaps on the annotations are not ruled (this intent is to be able to place drainag...

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