Hello there! I was trying to Get some Elevations from a Surface for some Cogo Points by creating a clearance report from the specified Surface, The issue is that when i checked the Northing & Easting of the Cogo Points, they were different than the specified…

I am working on an infrastructure project with a team of several different consulting firms, some of whom are using InRoads v8 XM and others (myself included) are using V8i. We are sharing a master alg file, but it only saves down to a V8.9 compatibility…

Hello, I am having an issue calculating end area volumes from cross sections using InRoads V8i (V08.11.05.47). Specifically, I have broken up the granular sub-base into several components across the roadway in order to more easily deal with various…

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…

I have created a normal drainage alignment in S&S in a SDB file (inlets. pipes and areas). I now want to export this to MicroDrainage. I have gone to the File - Export - Micro Drainge The standard.pip file and conduit.sec file is selected from the…

MicroStation V8i SS2 (08.11.07.443) and InRoads Suite V8i SS2 (08.11.07.494) New to supporting InRoads product.... Installed new MS and IR products after un-installing previous versions of both and deleted all directories left-over. During the…

Hello there, I just have a simple question, is there any way that we can choose another method of smoothing of Contours in Inroads , for example in Geopak we have more than one one method of smoothing as shown below: Thanks...

Has anyone talked about the difference of modeling fills using a ration (e.g. 4:1) versus slope percentage (25%) particaularly regarding transitions? Example: A 2:1 slope transitioning to 4:1. One could expect the midpoint of this transition to be…