• Converting between SUDA and Legacy Geopak

    Current Version: Power GEOPAK V8i (SS10) I am in the process of starting a new drainage design and am trying to determine the most efficient workflow in order to provide the following: - 2D Drainage Layout - Inlet and Pipe Computations - Drainage…
  • Equal Space Points tool issue

    I'm attempting to place a series of 2D points using the Equal Space Points tool and upon doing so, keep receiving the "Element off design plane" error message immediately followed by the all too common program crash. I noticed it created a 3D model in…
  • Convert ORD to SS10

    Good morning, Is it possible to convert an ORD file such as a DSGNRD and ALGNRD file into SS10? If so, what are the steps to make this possible? Thank you in advance for your help, Dania
  • How can identified ORD vs SS10 dgn file?

    I'm working on between survey and roadway data at the same time. But the survey team is using SS10 with GP and the roadway using the ORD. Some time I have the files for both at the same location and I want to know if a easy way to identified what type…
  • InRoads SS10 - Incorrect cross section Elevation Annotation

    Please can anyone tell me why in InRoads SS10, my cross-section annotations are adding exactly 5m to the actual elevation shown on the cross-section?
  • Super Elevation Outputs and STA/OFF report - issue with STAs (not rounded to +00)

    This is what I get when run The Station-Offset / Station Base-Offset reports for every 10'. you see at some point i don't get that rounded number and start getting weird ones, any thoughts on how to fix the intervals to get every rounded 10'?
  • Superelevation Outputs from OpenRoads - every 10'

    Can someone help me find on how to extract the super output from OR for every 10'. Would be great if I can get this info similar to table below. Much appreciated!
  • Power Geopak for SS10 vs ORD Connect

    FDOT user: First thanks to all who have answered my previous questions. I started at a new firm this year, and come from a background where I only designed in 2D. By this I mean we did muni. roadway and only used the 2D features in SS10 (w/ Geopak…
  • Existing Cross Slope Report

    I have had this problem occur every time where I run a existing cross-slope template to find slopes/lengths of my lanes and it appears correctly in cross-section view however when I look at the corridor report the numbers do not match. Is there a solution…
  • Earthwork Quantities - Fill and Unsuitables

    I am removing 4" of topsoil was able to get it to show up in my cross section using the Unsuitable section in the End Area Volume Tool. However, when the fill is being calculated in this tool, it is not covering all of the area that is the unsuitable…
  • InRoads ss10 Surface Cross Sections

    I have an existing surface and a proposed surface created and would like to cut cross sections so that I can see the changes in elevation. Because I am working with strictly surfaces I do not have an actual alignment, or a corridor to cut across. The…
  • Components unexpectedly merge when dropping a template

    I am using PowerGeopak SS10 version 08.11.09.918 I have created a simple boulevard template with separate components for the paved median, concrete curbs, asphalt pavement, and subgrade. I created each component separately, and then combined them to…