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.…
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…