AutoCAD Civil 3D :: Corridor Cut / Fill Volume Report?
Jul 11, 2013
I have created surfaces for my original ground and my corridor. Both have appropriate boundaryies and the TIN looks good for both. I am trying to create a volume report through Volume Dashboard. I am able to create the volume surface with no issues but the numbers it comes up with do not seem correct. I can see from my profile that there is a small fill but the software seems to create a fill that is almost half of all the material when my profile shows there is more cut.
I tried creating a sample line group...it also shows the majority is cut. The only thing I can think is that there are about a dozen areas where my daylight does not work. how to do this volume correctly?
I am trying to get a material volume report for a corridor structure. The overall dirt cut fill is working, but the pavement and base keeps showing up as zero.
I started with the surfaces made, (perhaps that’s the problem,) I made an alignment, used an assembly, made a profile, and sample lines, made the corridor. The assembly draws in the cross sections, but the materials report shows zero in the pavement and stone.
Just trying to bring in a Volumes Dashboard report from IE10 to Excel 2010 (it all worked fine until I my PC was upgraded from IE9/Excel 2007)
When the report is in IE10, I Select All and paste to Excel (as I always have done) and the numbers are not recognised as numbers (there is no convert text to numbers prompt) and seem to have a leading space which Find/Replace can't find and replace.
If I right click in IE10 and Export to Excel, most of the exported data has a weird character preceding it (but which can be found and replaced). What this character is and how to stop it appearing?
IDSP Premium 2014 (mainly Civil 3D 2014 UKIE SP1 & Infraworks with some limited 3ds Max Design) Win 7 Pro x64, 256Gb SSD, 300Gb 15,000 rpm HDD 16Gb Ram Intel Xeon CPU E5-1607 0 @ 3.00GHz (4 CPUs), ~3.0GHz NVIDIA Quadro 4000, Dual 27" Monitor, Dell T3600
When creating a Corridor Section Points Report using the Toolspace>Toolbox>Reports Manager in Civil 3D 2012, the stations get listed but only a few contain point information (see attached).
I am trying to generate stake-out data for a proposed road. I was able to get this report to work successfully in one of the Civil 3D tutorials, so I assume that nothing is wrong with the utility. The problem may be related to my corridor.
I have an existing surface. I created an alignment and have managed to make "multiple cross" section out of the surface without making corridor and its fine. Now, the problem is I cannot finding any option to make report out of these sections. I need those report very soon..I have even attached th dwg file which contains all the data.
I would like to have my corridor section points report to have different labels for the points like Edge of Shoulder or EOP instead of labels like P2 and Hinge. Is the only way to do this to somehow change the codes in the stock subassemblies?
I have an existing survey surface, and I want to know how much cubic yard of materials to fill up from the bottom to elevation 876. See attached image for detail. Here is what i am going to do....
- i will create a surface of the fill area (from bottom cotours up to el 876) then do a volume surface bwt existing ground surface and the new fill area surface to get the volume of it? Is this a right way to do?
I need write Cut and Fill Labels on Volume surface in each 10x10 meters. Civil 3D can write Spot Levels on grid, but I need write Cut and Fill values in grid area. Using Surface >Utilities>Bounded volumes I can get the values on selected closed polygon, but write to all is very long work. How to do write Cut and Fill labels on grid.
How to calculate in a table the volume of cut and fill between the stations, The horizontal and vertical alignments are generated along with their sections. I’m wondering if there is a tool that summarize the volume of cut and fill between the stations in a table.
I'm to compare volumes in c3d to Inroads. My volumes are not matching ( cut and fill are not even close). Civil 3D uses the average end area and InRoads uses 'triangle method' to calculate the total volume. How can I get C3D volumes to match InRoads which is verified correct?
I use Civil 3D 2011 and I am new to it. I have created a natural ground surface from survey points. Now i want to create a finished surface with a specific slope in a specific direction at a specific elevation and then to calculate cut and fill volume.
I can create a flat surface at a specific elevation. How to tilt this surface to a specific slope along a specific direction.
I am working on a large park project. I have a proposed and existing surface. I have created a volume surface to show elevation banding with cut and fill ranges. I need to create a drawing for someone who doesn't have civil 3d showing all the "cut" areas. They really want a boundary of hatch. What is the best way to do this after I change my analysis to -30 feet cut to 0 feet cut.
I have problem with corridor surface boundary , in curve boundary line is jumping on daylight fill , but i have created surface on wearing layer ,also when i am adding boundary there is only 3 types of adding , corridor extends , polygon and interactively , photo attached.
I am having some issues getting a shared Volume parameter to work and report in a tag correctly. I can get the tag to report a value, but it is reporting the a value based on default values of the column (9*2*2) and not the value of the actual column (shown in the properites). Also, the tag I create reports a question mark, not the volume calculated. I've tried this a million times so it could be I have crossed up a parameter somewhere.
I've read a few threads on this way back but cannot locate them. I have two surfaces and create a volume surface and it reported the volume as 493 cy. I then ran some sample lines at 25 foot interval and the total volume is reported as 964 cy.
I want to use it as my primary hydrologic and hydraulic modeler. It only makes sense. Well, I got the program to work and had things linked in and was able to route a storm through the network. But when I routed the storms, I had to model double the storage that i expected.
So I went back to the program I'm familiar with - Pondpack by Benltey - and designed the same system I routed in SSA in that program - and got the storage volume that I would expect for a site of this size - about 2 acres.
Is there possibly a setting that I'm missing that makes my outlet structures route slower or less than they should? Or is there some other reason that a system would give this kind of inflated need for storage?
I have an issue with using Bounded Volume or Adding a Boundary to Volume Surface things so bad... = incorrect volumes.. sometimes extremely incorrect.. I understand that the surface rectangle when a boundary is added but this could be horrible if not checked.
Copy a corridor successfully? I'd like to try this just a little worried about the explosion of evil this may cause to my Civil 3D session.
Even all the properties of the corridor setup from one to another would be useful. I'm building one corridor and an 2nd one that matches everything except I need to replace my Assembly with one meant for stripping.