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Civil Labeler - XS Label height difference between centerline and curb or other key-point

We need ability to label height difference between centerline and curb or other key-point in our type XS. Or ability to label curb or other key-point height relative to centerline.
over 2 years ago in Drawing Production / OpenRail Designer / OpenRoads Designer 0 Future consideration

Allow modeling of Pier Segments with different cross section

For Segmental Bridge Modeling, Pier caps segments typically have diaphragms built in and are a different cross section than the other typical segments. OBM should allow this to be modeled.
over 3 years ago in Modeling / OpenBridge Designer / OpenBridge Modeler 0 Future consideration

End Conditions automatically include an interval at the point in which cut/fill meet.

I'm surprised ORD doesn't automatically include an interval at the point in which cut slope becomes fill slope or vice verse. MX did a great job at this but without this function earthwork slopes aren't correct and give strange results. It's not p...
over 2 years ago in Modeling 1 Future consideration

Option to keep siding alignment start station in synch with mainline alignment

Option to keep siding alignment start station in synch with mainline alignment as shown in the attached video
over 3 years ago in Geometry / OpenRail Designer 0 Future consideration

Ability to separate the annotation of curves and spirals for the rail cant

Ability to separate the annotation of curves and spirals for the rail cant. At present the Non-Linear setting is applying to both This is usefull to remove some clutter (especially where there is short elements like below;
over 3 years ago in Annotation / CANT / OpenRail Designer 0 Future consideration

Add ability to draw Ahead/Back Tangent line for full length from PC to PI and from PT to PI

Currently in annotation group, the back/ahead tangent line drawn at the PI only has the option for a fixed length. We would like the ability to draw back and ahead tangents the full length from PC to PI to PC. This could apply to both horizontal a...
over 3 years ago in Annotation / OpenRail Designer / OpenRoads Designer / OpenSite Designer 0 Future consideration

RM Bridge update to use the correct AASHTO reduction factor for reinforced/prestressed concrete based on tensile strain in reinforcing at ultimate limit state.

The current RM bridge ultimate capacity calculations allow for material reduction factors only, which are not used by AASHTO for reinforced and prestressed concrete. AASHTO concrete reduction factors for flexure and P-M capacities are based on the...
about 2 years ago in OpenBridge Designer 0 Needs review

Overlap detection in Corridor Objects

I noticed that template ranges can overlap and there is no obvious indication that this is occurring. Ideally over lapping station ranges should highlight in red to draw attention to it.
over 2 years ago in Modeling / OpenRail Designer / OpenRoads Designer / OpenSite Designer 0 Future consideration

Ability to change the bridge type after creating the bridge in OBM

Being able to change the superstructure type after the deck, substructures, approaches have already been modeled. Currently once you select the Bridge Type it locks you into that superstructure type and any work you complete under that bridge type...
about 1 year ago in OpenBridge Modeler 0 Future consideration

There needs to be a better way to understand the relationships between elements and reference files that are created by snap rules and constraints.

This improvement would use graphic symbols (construction elements) to represent constraint relationships in plan view. For horizontal elements that are snapped, there are the snap glyphs that show that there is a relationship, but there is not a w...
over 2 years ago in Geometry / OpenRail Designer / OpenRoads Designer / OpenSite Designer 0 Future consideration