TheSwamp
CAD Forums => Vertically Challenged => Land Lubber / Geographically Positioned => Topic started by: kenth on October 16, 2014, 08:43:40 PM
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Hi.
I'm using the following outside edge shoulder treatment:
Low side - match lane slopes
High side - default slopes with maximum shoulder rollover of 7%
That is the standard my office uses.
The problem is the inner pavement starts to superelevate at the Begin Shoulder Rollover point, instead of the Reverse Crown Point (RC).
I have to manually delete all the BSR and ESR station in the tabular editor.
Is there a more automated way of doing this?
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edit the design criteria file-better copy the one you are using and edit the copy
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I have already done so prior to posting here.
I can't find anything pertaining to BCR and ESR points
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what roadway type and or pivot method are you selecting?
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I am using undivided crowned, center baseline pivot method.
2 lanes, and emax 8%.