Good morning, I'm working with Power Rail Track SS$ and I have receive an ITL from SS2 to work with. It seems that some of the components aren't closed. When I try to close them, some of them cannot be closed and others have an strange result. Can this…

InRoads SS2 I have a pavement section that I need to split into two separate components for left and right side shoulder reconstruction. The only way I know to accomplish this is to delete everything on one side, then completely reconstruct the now…

Currently trying to use Lidar data (.las) from the state of KY to make an inroads DTM. When trying to import into inroads SS2 the coordinates and elevations are way off. I tried to import in SS4 using the "Create From File" civil terrain tool. This will…

Hello, I have inherited a model and inRoads files from another company who I cannot contact for help in how they created the model or what version of inRoads/Microstation they used. The issue I am experiencing is when I am in Roadway Designer, the…

I am using Inroads SS2 and have created some roundabout geometry using the Inroads Roundabout tool. I now need to import this geometry into inroads so that I can start using it for my point controls for my templates. This is where I am getting stuck…

When working in the Create Template functions in SS2, I am using pieces/components of other existing templates to make a special shoulder that is intended to be used as an End Condtion exception. I now realize it must actually "be" and end condition to…

I am working on our final model for the dtm, finished grade tin, and top of dirt tin in Geopak SS2 Roadway Designer. I recently had to create additional templates to aid in the top of dirt surface creation. In doing so, somehow now my top of surface tin…

Hi, I copied all microstation and geopak files to the local drive. I wanted to be able to continue working from home. I repathed everthing in User Preferences to local drive. I can access the GPK file. I can see all the chains and profiles I created…

I have a very simple driveway template with three end conditions (two for a fill situation and one for a cut situation). When using the template on different driveways, sometime the fill EC works, but not on all of them. The most trouble I am having is…

I am running Microstation SS2 with GeoPAK and am currently doing earthwork via input files. I have ran several roads today and they have all ran without issues. I have just been doing a "save as" to make new input files and now I am getting this: …

The template I am using in InRoads has four end conditions. A variety of fill slopes, and a cut that inserts a channel. I have created another end condition for a modified embankment that creates a channel like the cut, but then puts a mound behind it…

I have a text/excel file that contains hundreds of station and offsets of specific locations (ie. new utility pole locations to be placed). I want to know how I can import this information into Inroads relative to a particular baseline and then generate…

I have a 4 lane interstate with 4 ramps and some structures. I'm trying to perform the End Area Volume so that I can create the Mass Haul Diagram that the client wants. Towards the end of our section of the job is a large structure that I am trying to…

Geopak_Support_2015_01_19.zip I have a dgn containing graphic triangles. When I create a new tin file using “Extract Graphic Triangles” I get different results when using Select Series 2 vs Select Series 3 Geopak. SS2 produces the correct resulting…

Hello, The horizontal alignment turns for more than 90 degrees what causes in some of the cross sections in Highway Modeler a non-conclusive condition to occur. This happens for example when in one cross section there are two or more vertical alignments…

I'm using Power GEOPAK SS2 (08.11.07.615). I have 4 adjacent stripping components in my corridor: topsoil, pavement left, pavement right, topsoil. The dynamic cross sections within roadway designer look fine, but in the traditional GEOPAK cross sections…

My company uses GEOPAK V8i and has multiple office locations connected by local servers that cache project files and then connect to the main servers at our headquarters. Whenever a remote office collaborates with another office, typically headquarters…

If I have a roadway centerline alignment DE1, and an alignment Wall-RT for a retaining wall along the shoulder point, I'd like to know if there is a simple way to determine the wall station that corresponds to each 50' centerline station along the roadway…

Good morning all, I am having an issue with GPK drawing my surfaces that I produced from Roadway Designer. When I am in RD, I can flip through the stations and the existing surface and proposed surfaces and information look good. I will then use the…

I am using GEOPAK Drainage while in MicroStation with GEOPAK SS3 loaded. My task menus appear differently though, and I can't find some of the tasks in SS3 that I am used to seeing in SS2. How do I get all of GEOPAK Suite SS2's tasks to show up in GEOPAK…

Hi all, Recently I notice strange behavior when using MX. During process of closing project I noticed that my AutoCAD LT instance is closing too..(!!). What is more interesting it applies only to ACAD LT 2012 when it is opened as only instance…

(Posted on behalf of Bentley User) When creating cross sections displaying OG and our Design surface, we can't get our components to show up under classifications.

(Posted on behalf of Bentley User) I am trying to view my cogo points table from View Geometry->Horizontal Annotation. For some reason, I can only see coordinates, not elevation. all the elevations are zero "0". Can you help me turn these point…