I am a long-time GEOPAK user, and I am looking into the new Corridor Modeler approach of roadway design. I have attended a few Distance Learning classes and I believe I understand the basic workflow, but I have run into several snags. Can anyone address these from a GEOPAK perspective?
I know exactly what I need to do in GEOPAK to complete my designs, but I can see the advantage of using a model-based approach offered by Corridor Modeler.
I have trouble justifying spending a lot of money on training on something that I am not even sure we would ever use for production work.
Thanks for any help,
Josh Mauritz
MS v08.11.05.17
GPK v08.11.05.39
Thanks again, guys.
Here is where I am at now. So far I have successfully:
Imported a ddb file, existing surface, gpk chains/profiles. Created a template that is pretty close to what I typically use. It needs a bit of work. Processed this template along an alignment and profile in even 5-ft increments. Drawn Cross-sections using previoiusly drawn GEOPAK pattern lines.
I am now tring to run GEOPAK Earthwork, and I am finding that CM's end conditions don't tie to exisitng ground very well (not as well as GEOPAK). I have increased my EW tolerance to 0.5, and EW still does not work on several sections. How do I get CM to draw more accurately? (SEE XS_1081.609.DGN)
Also, GEOPAK allowed the top and bottom of pavement/base layers, C&G, etc. to be drawn with different symbologies. This allowed EW to accurately calculate EW. For instance, CM is calcuating the end area of ROADWAY_BASE as if it includes the shoulder and pavement. (SEE XS_1000.DGN and xslog.txt)
Also, the ewlog.txt does not show any end areas and volumes for shoulder and pavement. I don't necesarily need a pavement volume, but I do need a volume for aggregate shoulder. I thought if I calculated these they might not be included in the base area/volume calcs.
I'm sure I'll have more questions as I work through learning CM, but this is it for now.
Thank you,
Josh
Mike LongstreetVermont Agency of TransportationCivil Engineering Technical SupportVTCAD Help
Thank you for yor help, guys. I am now able to utilize special profiles for the right/left ditches.
One more question as I trudge through this. When I Draw Cross-Sections from Surfaces the point names are all pre-pended with the chain name (i.e. EP_L becomes S-EP_L, etc., etc.) This screws up the cross-section labeler since it is looking for EP_L, for example. I know I can re-point to the S-EP_L point names, but this defeats the purpose of setting up label styles. How do I NOT pre-pend the point names so I end up with EP_L, for example?
Thanks,