An issue came in today that I think will benefit the community to see troubleshooting techniques as we work toward a resolution.
I am working on a 4 lane divided highway in corridor modeler/roadway designer. I have both widen and overlay as well as reconstruction sections of roadway. At one of the transitions from w&o to reconstruction, I start a design profile for the reconstruction section (which begins at existing ground), but the Roadway Designer's profile elevation at this transition point doesn't match the profile elevation I have stored in geopak. The result is the reconstruction roadway section in the corridor model (on one side of the interstate) being approx. 1' higher than the existing interstate elevation I am tying into. I am using superelevation and vertical/horizontal point controls. i have moved this transition point to a slightly different station and that seems to fix it. basically, I've run out of ideas to make the original station work for my model.
Please attach the dataset so we can review. Please pass along the name of the alignment and profile and the station point that is in question
For more information about the Road and Site design tools, visit the Road and Site design WIKI at: http://communities.bentley.com/products/road___site_design/w/road_and_site_design__wiki
Chain: MED02 (Median Centerline of the Divided Interstate)
Profile: WB02NMPR (Raised Profile of the Westbound Lanes)
Median Station: 1113+75.00, LT (Median Station & Corridor Modeler Station) = 1113+49.64 (Westbound Station)
I could not post the zipped file to this page (too big?), so I'll try to put it on the "Be Communities Secure File Upload" area listed as "Brugger.zip".
I've attached a screen capture of the corridor model at Median Sta. 1113+75 & Sta. 1113+95.
Thanks,
Tim
Please send along your \rddbs folder too. It has the XIN, ALG, XML, TXT files in it.