I am working with Geopak but getting this problem when I tried to create a profile "unable to create profile port", I wonder your help

I am using Microstation Select Series 2 and Geopak Corridor Modeler. My template is set up to have alternate surfaces for base course and subgrade. I know that Corridor Modeler cannot triangulate vertical surfaces, so I set the alternate surfaces to be…

We are relatively new to the Geopak version of Corridor Modeler/Roadway Designer (have been users a little over 6 months) having come from Geopak Road and Geopak Site background. I have experienced numerous computer crashes (Bentley exception errors)…

When I hover over a ditch, my 4:1 foreslope displays at 25%. So I attempted to adjust by right mouse clicking in the section window of roadway designer, bringing up the "display template" dialog and entered the following, trying to switch it to an alternate…

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…

I created a geopak chain for a ramp I am designing using the store graphics tool. The ramp has a compound curve in the alignment. When I run my shape text file through the compound curve, the shape file draws an odd shape not associated with the alignment…

My company is trying to develop a way to utilize the intelligent Civil 3D Pipe Networks, but we are required by most of our clients to display all of our data in a 3D model in Microstation. I am trying to create a workflow to convert Civil 3D 2012 Pipe…

Hi, I don't fully understand the option 'Draw Depressions Couterclockwise' under the Advanced tab in the View Contours box. Why and when should this be used? Jean Castro

I have been working on a 6 mile corridor in Roadway Designer/Corridor Modeler for a year now when I attempted to import Plan Graphics the other day and Microstation crashed. I have 15 alignments I wish to store, and they used to import just fine. Now…

I am looking at calculating time of concentration in InRoads Storm & Sanitary. Using the FAA method, you are asked to give K1, which is stated as a "regional constant". Where can I find the relevant regional constants? Thanks, Jenna