CHANGE CURSOR COLOR C3D PLUS
Superlevation > View Tabular Editor > Superelevation tabular > select the plus sign icon.Close the Superelevation Table panorama by clicking the green checkmark at the top right.Transition Length Table = Checkmark the Automatically Resolve Overlap.Superelevation rate table = WisDOT eMax 4%.Leaves shoulder value for End Normal Crown at 4% (value entered in Wizard).Adds End Normal Shoulder row calculations with shoulders at 4% (value entered in Wizard).In super-elevated sections the shoulder slope will be 4% (value entered in Wizard) downward on the low side, except when the superelevation rate exceeds 4%, then the low side shoulder slope shall equal the rate of super-elevation.
CHANGE CURSOR COLOR C3D UPDATE
Need to run WisDOT Superelevation Calculation macro or update shoulder slopes at End Normal Crown to change normal pavement slope (example: 2%) to normal shoulder slope (example: 4%)īreakover Removal: Use for Low Side treatment - See FDM 11-15-1.7
If the Maximum Shoulder Rollover box is NOT checked – shoulder slopes will be calculated based on the subassemblies maximum rollover value.If the Maximum Shoulder Rollover box is checked – shoulder slopes will be calculated with values entered in Wizard and will be available in the subassembly using Outside Shoulder superelevation values.Using this option enables the Maximum Shoulder Rollover calculations.Checkmark the Symmetric Roadway option.ĭefault Slopes: Default slopes are retained and shoulders are not superelevated.In the Edit Superelevation message box that opens click Calculate Superelevation Now.
Select the Superelevation > Calculate/Edit Superelevation.