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Hello, I created a new file which references my alignments to use for superelevation design. Let's call this the superelevation file. I created the section and lanes and ran the Calculate Superelevation tool to build the transitions automatically. However…

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 the state DOT standards for superelevation and understand how to calculate all the needed information for the curves, but I am new to InRoads and would like to know the most effective way to apply these standards to the software platform. Any input…

Hi, How to get Design Standard.dgnlib and Superelevation definitions from the files (that is from Power Inroads SS 4) 1. In ORD default Design Standards folder, there is only one default DGNLIB file, when the other design standards which are from…

Good morning all, Apologies, this question is more about geometry theory and practice, rather than a specific software query, but I'm asking anyone I can think of as it's driving me crazy. To calculate superelevation length, in it's most basic form…

Necesito información de cómo es que las dgnlib gestionan las comprobaciones geométricas de trazado en planta y elevación según norma y cómo es la estructura del fichero xml que define la superelevación. Tengo la necesidad de generar comprobaciones y…

I am using OpenRoads Version 08.11.09.832 I have a corridor set up with the appropriate superelevation flags. I'm having a problem with the colors of the superelevation shapes and the signs ( +, - ) This is my workflow: I create superelevation…

I am working in Geopak SS4. Is it possible to adjust the percent of superelevation within the curve without having to manually change the station ranges of the begin, end stations for the superelevation. It appears the program is setting 15% of the superelevation…

All, Is there a way, in Power GEOPAK to label all your superelevation critical points (e.g. NC, RC, LC, etc.) in the plan view? Thanks so much. -Seth Cohen

I am having problems with superelvation, I am running an urban section that doesn't need superelevation but I have an intersection that I need to change the cross slope and I cant get it to work. I tried importing a csv file and I checked my superelevation…

Hi all, this is the 1st superelevation I am doing and its a tricky one. The alignment is a diversion road between two points of an existing road and it starts with a +ve 3% super elevation and connects to the other end with same +ve 3% super and there…

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

I would really like to automate the majority of the superelevation data. However, the transition lengths calculated by the program using the method outlined in the FDOT training manual does not match hand calculated results. Am I missing something? Where…

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