Hi,
I would like to request for a help here please as i need of the solution. I have created a road template in Inroads SS2 which i have uploaded in google drive link below (700+MB due to dtm surface)
https://drive.google.com/drive/folders/1dp8KsP7PSxe5hnWDGdfRw9M5znWP7IS9?usp=sharing
The problem is if the existing ground surface is within the range of the pavement layers, there is no end condition as shown in the road designer.
Points "Pave 1_R", "Pave 1_R1" and "2" will be controlled by superelevation controls which i will add later.
And you will notice a kink in the middle of the triangulated surface when you run the corridor. That is because the Cut subgrade is deeper compared to fill subgrade.
Also, components shown can all be disregarded at the moment. I just build them to match the superelevation that i will apply later. What is important to me right now is the subgrade layer as you can see in the roadway designer when you turn on the triangulated surface.
Appreciate any help on this will be much appreciated.
Regards,
Ron
Hi Ron,
The first suggestion I'd make, is to use End Conditions to tie to your Existing Surface versus Components. Also, you mention the problem is if the existing ground surface is within the range of the pavement layers, could you provide a station that exemplifies the problem?
Regards
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
Thanks for your response Sanders. I was able to find a workaround.
Best Regards,