Hi I'm running InRoads .845 and keep having this problem where if my superelevation editor or corridor objects window is hidden behind another window (I have two application windows running) and I go to the Window menu and try to select it it will Microstation…

I tried searching for this and came up empty. Sometimes, and not all the time or for each section, when I re-import geometry from a .gpk file to an Alignment/Profile in SS3, the superelevation sections already built revert to default stationing. Why…

Hi Is there a way to edit super elevations graphically by way of rules i.e. slopes or rate of change of super? I have the graphical display up and the table below but cant seem to find the feature i used so often in SS2. Regards, David

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…

I am trying to generate and apply superelevation at an offset from my horizontal alignment (similar to using a tie in the prior superelevation tools). I want to generate my superelevation based off of my stationed centerline, but my true pivot point is…

When are we going to be able to graphically edit the superelevation control lines in Openroads? This needs to be resolved. Terry

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

Hi, I have tested different SRL tables and I'm unable to calculate superelevation for my ramp alignment. My alignment was designed by element method (don't have such problem with complex elements created by PI method) and consist of: ARC from element…

Hi guys, I have just come to do this process of Optimization which consists of setting my 2% by 2% template onto my OG. Then matching to either LEP, CL or REP depending which one it hits first, so we can PADD only. This used to be a long process of…

Does anyone have an example format (example ascii file) of the ascii import feature for superelevation control lines? The help menu states there are three values from each line it pulls from the ascii import, 1.) Station, 2.) finished grade left…

It seems that either there is a bug or I miss something in superelevation tool in roadway designer. I use wizard (ig. table method), adding sections and solviing overlaps - the superelevation is defined. Then I want to revise my superelevation's section…

I am using horizontal alignments to control the horizontal location of my median and edge of pavement curbs. Everything seems to work fine until I add superelevation control the the edge of pavement pivoting about the centerline. I used a single control…

Hi all, I faced the following problem: There are two superelevation sections in my task - one for top layer and the second one for subgrade. These two layers are superelevated toogether (point constraints in template definition) till top layer reaches…

Hello guys Am working on a design, a 4lane divided highway template with raised median barrier and kerbs together with cover drainage, in which the shoulder and the drainage are together, so i built the template and applied it to the corridor, but…

I'm using the AASHTO superelevation wizard, and after creating a superelelvation section, Inroads calculates the runoff length incorrectly. In this example, for a 6.4% superelevation, it thinks the runoff should be 34.56 m. I want it to be 79 m, which…

Running InRoads V8i - When running the PGL along either edge of a single lane ramp, what is the best method for creating superelevation? The wizard requires three points and to specify two or four lanes. If I simply create control lines for the left and…

Running InRoads V8i - This is the first superelevation I have tried to create in a model. Two curves close together with superelevation in opposite direction, designed with a continuously rotating plane between curves. I first ran the wizard to set up…