• Excavation cut and fill quantities using templates

    I am trying to get excavation cut and fill quantities for a project. There will be a section of the terrain that will be cut and then there will be a fill placed on top of that. I'm trying to figure out what tools to use to achieve this. Would I create…

  • verification of ORD earthwork

    Does anyone know of a way to verify the numbers we're getting for earthwork? Either by EAV or prismoidal? I have lobbed the question out here before, but the only way I know to check is to check the drawing cross section model and use the 'flood' option…

  • Error In Cross Section Exporting to DWG.

    Hi, While exporting Cross sections to dwg format, EAV Table values are showing 0 in dwg file. Please suggest any solution for this error. Thanks in advance, Mintu Mondal

  • workflow for existing pavement terrain

    does anyone have suggestions for best workflow to create an existing pavement terrain? I want to reference it to my earthwork files in order to calculate unsuitable. I tried extracting the same 3D graphics that I thought were used to create the overall…

  • OpenRoads Earthwork

    Hello, I am using Geopak SS4 and I am trying to get earthwork values similar to legacy Geopak products. I have created proposed corridor models and an existing conditions model using surface templates (existing pavement, topsoil, sidewalk etc.) and…

  • Earthwork Error Message - XS-W-Dangprop

    Geopak V8i 08.11.07.615 I'm running Geopak Earthwork on cross sections and am constantly getting the "XS-W-DANGPROP Proposed undercut element between points:..." The earthworks ran fine in Geopak v8. I tried unlocking all elements and adjusting…

  • Cross Sections Components Not Displaying

    Hello, I am having trouble with some components in my cross sections not displaying. I have check the styles to make sure the display options are correct and they are since I have components of the same style displaying at different stations. Everything…

  • Re: Top soil component not being drawn when cutting xs from the cm dtm

    I uploaded the ALG, ird, existing ground tin, rdp, gpk, and two cross-section dgns in the 0261020.zip folder. In the Clark_xsd.dgn Topsoil is drawn correctly at station 2+00 and earlier, and then when milling is added at 2+25, the topsoil disappears.…
    • 0261020.zip

  • End-Area Volume Classification MDC

    What is the MDC classification in end-area volume for InRoads V8i SS2 used for, how does it function and how is it used?

  • Why can't Geopak Zero out XS that don't have proposed?

    As I do my earthwork runs, I have some construction that starts and stops and starts again. I would like Geopak to read those sections without proposed construction as "Zero volumes". Instead it skips over them, carrying earthwork quantities through areas…
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