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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…

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…

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

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…

Hey Power Civil SS4. 08.11.09.878. I have some issues with calculations of end-area volumes. It seems that Power Civil is calculating at each station, but not showing totals. It has worked on previous version 08.11.09.845. Edgaras

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…

I'm trying to do the earthwork for a pond in ss3, however when I open up the Earthwork tool in the FDOT Plans Development task it doesn't recognize a Cross Section Model. Has anyone else run across this issue and know a way to fix it? Thanks, D…

I want to calculate the Area of cross section at every 20 m interval. I have already developed the cross section. Area should come in layer wise like blanketing and sub grade, Filing or cutting at every 20 m interval.

To Back Track a .GEN file into Micrstation/GEOPAK: 1. Create a new project under the Survey tool bar. 2. Create a new Data set. 3. Delete the header and footer of each file. File should look like this when done: 4. Then bring into…

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

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…

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…

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…