I think that several state DOTs recommend using cut slope rounding. I know that there is a setting in the template for adding rounding length to a component of an end condition. However, this does not give you any variability. According to the below diagram, it is constant for 10' and above, but variable for below 10'. What would be the best way to model this? This is for a new 4-lane highway with frequently heights of cut and fill.
Thanks!
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