• End Area Volumes - Possible to include components other than simple cut/fill (e.g. unsuitable, substrata etc.)?

    Nader Mostafa
    Nader Mostafa
    Can the EAV report provide numbers other than just simple cut and fill? I understand that the "Create Cut Fill Volumes" command quantifies everything (which is great) - but I'd think the EAV function should be able to tabulate these components as well…
    • over 1 year ago
    • OpenRoads | OpenSite
    • OpenRoads | OpenSite Forum
  • End Area Volume - Classifications

    Amber Willoughby
    Amber Willoughby
    I am running InRoads SS4. I am trying to calculate cut but only in a certain part of the road. I have changed my template so I can ignore the components I need to in order to get that certain section. My issue is the following: there is a column in the…
    • over 3 years ago
    • OpenRoads | OpenSite
    • OpenRoads | OpenSite Forum
  • RE: Corridor volume calculation

    Beebe Ray
    Beebe Ray
    We have a short course on Cross Sections called Creating, Analyzing and Volumes that may be helpful to review prior to performing volume calculations.
    • over 7 years ago
    • OpenRoads | OpenSite
    • OpenRoads | OpenSite Forum
  • OpenRoads (Geopak) End-Area Volumes problem

    Sean Keene
    Sean Keene
    Hello, I am having a problem with my corridor design surface not showing up in the General area of the End-Area Volumes tool. The exisitng surface is listed but the corridor design surface is not however, the components of the corridor do show in the…
    • Answered
    • over 9 years ago
    • OpenRoads | OpenSite
    • OpenRoads | OpenSite Forum
  • Re: Volume of unsitable material

    Thomas Taylor [Bentley Civil]
    Thomas Taylor [Bentley Civil]
    Looking at your screenshot, there are a couple of things to consider: Make sure that you have the correct surface set in the surface combo box. The features you need to use should be closed features. closed features in the surface will display…
    • over 14 years ago
    • OpenRoads | OpenSite
    • OpenRoads | OpenSite Forum
  • End Area Volumes in Cross Sections

    Neal Styka
    Neal Styka
    I have 2 sets of cross sections recently where I needed to get volumes from my cross sections that are cut at 50' intervals. Ocassionally I have had to hand end the cross sections to change a particular cut or fill or if for some reason the components…
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    • over 14 years ago
    • OpenRoads | OpenSite
    • OpenRoads | OpenSite Forum
  • End Area volumes

    Brian L
    Brian L
    If your design surface has two existing surfaces at one cross section do you have to run the volume calulations twice, once with each surface? How does this affect fill factors and unsuitable materials. Thanks, From the help file - "You may have…
    • over 14 years ago
    • OpenRoads | OpenSite
    • OpenRoads | OpenSite Forum
  • Classification of Components in Cross Sections

    Chris Key
    Chris Key
    (Posted on behalf of Bentley User) When creating cross sections displaying OG and our Design surface, we can't get our components to show up under classifications.
    • over 10 years ago
    • OpenRoads | OpenSite
    • OpenRoads | OpenSite Forum
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