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RE: how to use special ditch grades in open roads

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It depends on the complexity of the model. I would lean toward a point control because as you add more and more end conditions, it is having to target and solve that end condition, then target and solve the backslope. This would probably be just fine in a ditch condition but in other situations where components are based on these end conditions, it may take a little more to process. In general they are doing the same thing.

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