Greetings-
I am running InRoads 8.09.03.06 with MicroStation 8.09.04.88.
I am currently modeling an interchange. I think I feel comfortable enough with the basics, but one task that has come to mind is when I get to bridges. My roadway will need to stop, and my dirt slope down to a catch point on my existing surface under the new bridge. Thing is, the feature representing the slope cath point will be perpendicular to my roadway centerline.
Is it possible to build this slope into my model using Roadway Designer? If so, what might anyone suggest as a "best workflow" for accomplishing something like this? The real trick will be having one corridor that begins, proceeds along on fill up to the start of a bridge, the dirt tapers off, as the bridge starts, then one gets far enough to where the bridge will end, the dirt tapers up, and the bridge ends and the ramp continues on fill.
Also, is it possible to build the bridge slopes and represent the bridge using components, without the need for a seperate surface? I know I can represent the bridge components in a seperate corridor and surface, if needed.
If push comes to shove, I can add the features for the bridge slopes in manually (i.e. wireframe) after Roadway Designer is done. But RD is a powerful enough tool that I am thinking I may not need to do that.
Any input is appreciated!
Have you looked into the Design and Edit surface commands? Generate Longitudinal Feature, Generate Slope Surface. I use a combinatin of these tools to generate the slopes and and other breaklines needed. I would suggest using these commands without adding them to the surface. You can verify them in 3d and import the features into a surface.
Joe
Joe - thanks for your reply! I am familiar with those commands and will use them as a last resort. Those are the commands I would use to finish up my model manually (i.e. wireframing).
I was wondering if Roadway Designer could place features like that for me, so it would be an automatic rather than a manual process... maybe it's a harder nut to crack due to the features being transverse? Anyone?
hi,
I did not find original, so I made a new one.
Regards,
Piotr
Charles (Chuck) Rheault CADD Manager
MDOT State Highway Administration
Best,
Adam
OpenRoads Designer 2022 (10.12) | OpenRail Designer 2022 (10.12)
Excellent demonstration Piotr.
I looked over the demonstration yesterday and came up with a variation on the same solution. I am running Geopak so I had to go a slightly different route. I do not think that you can apply a profile to a plan graphics element. Here is a workflow that I used.
View the picture for what I ended up with for my slope.
How do you deal with skewed abutments? The workflow for a bridge berm would be simillar but how to model a corridor when the bridge abutment is not perpendicular to the CL. You can't simply stop road corridor at one station. I have some ideas I use for skewed intersections but I wonder what are yours best Inroads practices.
Every single tip or trick would would be appreciated.
Thanks.
Adam.
I think this discussion can help you with your bridge task.
http://communities.bentley.com/Products/Road___Site_Design/f/5922/t/23431.aspx
carl bush:Please share any ideas on the skewed bridges...
Carl, more less - the same workflow. With the skewed bridges you have to know exact position for bridge slope! Without, it will be very difficult to model this:
+ add EC on bridge's slope template (on top) to find intersection point with a pavement (I do this even for perpendicular bridges) - EC (down) to existing ground - EC (up) to proposed road + find bridge slope line - should be perpendicular to side slope + use clipping to trim triangles automatically
Let me do example video on skewed 151 :)
Regards, Piotr
video attached