As you can see below, in the areas where my cross sections are superelevated, this is what they look like. Specifically this is how they look in-between each of the stations I defined in the excel import file. Is this normal? Here are the properties…

I am trying to generate cross slope report @ 10 m interval by station base or station offset report but i am not getting appropriate values of cross slope in report. It seems correctly in cross-section view. Am missing something ?? Images is ready for…

Please anyone help me in to display the Super elevation profile in Long section box. Thanks in advance. I am using Open roads Designerx64-10.04.00048 - 2018 release 2 version

You're invited to the next OpenRoads for SEAPac Special Interest Group (SIG) virtual workshop on Wednesday, October 4, 2017 at 11:00 a.m. AEDT (01:00 GMT). Structured for users in the Southeast Asia and Pacific regions, the topic will be Corridors . …

I have used the Import Geometry feature to import several horizontal alignments from the project's gpk file in order to create superelevation sections. Which is working fine, however, some of these alignment have been redefined in the gpk and the changes…

Hello, Is there a way to export the superelevation data in geopak? I have alignments & shapes created. Thank you

I am new to Geopak Corridor Modeler and am struggling with superelevation. Actually, pavement warping would be a better description. I have stations and cross slopes at exact locations for how we want the pavement to tip and where; at the beginning of…