Warren it sounds to me like you might not have established the
Superelevation in the Template's SrfCon portion of Edit Template yet?
Once you've got that piece properly covered, you can then use Cross
Sections>Design Control>Superelevation Parameters to get the data configured
properly for your Alignment's needs. Make sure you check the Save button
inside this Dialog Box, then when you click OK, it will take you to adding
the necessary Extg Ground Sections for your Supering this Alignment. Make
sure you check the item that deals with adding these Extg Ground X-Sections
to the ones you've already cut through your EG Surface.
And besides establishing the Template's Transition Points, you also need
Transition Alignments to go along with the Points. Else there's nothing to
control the proper widening/narrowing for this Alignment you're attempting
to get back under "control".
All the duck's must be in a row, for this procedure to work. I went through
the same reminder's as I've shared with you just last week, after a two year
hiatus from Superelevations. 😉
HTH
--
Don Reichle
"The only thing worse than training your staff, and having them leave is -
not training your staff, and having them stay." 😮
A reminder taken from Graphics Solution Providers' Calendar page
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CivilSeries-2K4
Intel Xeon 3.2GHz 2GB RAM
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"The only Constant is Change".
wrote in message news:5425902@discussion.autodesk.com...
Unfortunately I think I had all of these bases covered, I didn't attach the
alignments to the transition points until the very last. As I stated
earlier, this/these templates worked perfectly prior to this so I am
assuming that ther wasn't a problem (I know your pain with defining the SE &
TOP).
So far as near as I can tell, it appears that something got corrupted in
either the progam or possibly the align file. I went ahead with the
re-install (ouch) & tried borrowing info from another project & roughly
re-created the borrowed project & everything worked fine, even with one of
the templates from the problem project. Tried again in the problem project
with the same results. Now I am re-constructing the align profile, x-secs &
everything else. I'm not sure if I am going to give transition alignments
another try again on this project.
7+ mile project where you are already behind schedule are not good guinea
pigs for trying stuff............