NYSDOT is utilizing trenches on all of their utility and drainage pipes. They have a report they require that quantifies the components within the trench corridor per outgoing pipe from a node. If there was a way to generate an Item Type on the pi...

Currently we can Analyze Element to obtain the range high and range low for XYZ of a terrain, but that XY value does not reflect the coordinate of the actual range high/low Z, it just gives the highest/lowest XY in terms of the coordinate number. ...

Beam haunches should have more robust parameters or even model templates. some examples would be: the ability to allow exterior haunches to extend to the edge of deck independent of the top flange of the girder/beam. also allow it to taper to a ...

In order to comply with the Kansas State Board of Technical Professions "Minimum Standards", the Kansas Department of Transportation is asking for an enhancement to OpenSite Designer CONNECT Edition software for Right of Way workflows as follows: ...

When a custom line style is updated in the workspace, it does not update existing files that have used the previous line style (of the same name). The only workaround is to: Manually delete all of the line styles you want to update Remove the defi...

When opening the component properties dialog for an end condition you have the option to select a feature definition. Currently you can only target feature definitions under the 'Linear' category but not 'alignment' category.

ConceptStation needs Steel Bridge Templates as some regions predominantly utilize these types of bridges. Lack of steel bridge templates create a barrier for adoption of ConceptStation.

It would be useful to stay in the same tool after one surface template has been placed, similar to all other tools in OpenRoads. At the moment, I have to pick the tool again everytime I want to place a surface template.

It would increase the efficiency having such a tool in OpenTunnel Designer. It would allow to store the tunnel template names in an xml / xlsx file to import these settings in a bulk - and not just assign the templates between every two reference ...

My state agency commonly uses gutters with a 4% cross slope. The maximum superelevation rate is 7%. The gutter slope stays at 4% in this situation. Spread does not compute in this scenario because "A depressed gutter must have a Gutter Cross Slope...