AutoCAD Civil 3D :: Cut And Fill Analysis / Values Different - Corrupted Surface
Jul 10, 2012
I was undertaking a cut and fill analysis but the values were very different. Evaluating spot levels the depth was given as 1.2m but the volume surface stated it was only .6m.
After a while I noticed that the master surface had been "corrupted" duing a recovery, all definitions to the controlling corridor and other objects had been removed and a snapshot added with the description "added during recovery".
I had to remove the surface and start from scratch re-building the definitions.
Civil3D 2013 / 2014
Windows 7 Professional 64-bit
Intel(R) Core(TM) i7-3820 CPU @ 3.60GHz (8 CPUs), ~4.0GHz With 32768MB RAM, AMD FirePro V4900, Dedicated Memory: 984 MB, Shared Memory: 814 MB
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Jan 3, 2014
I have a large 200+ acre site that I have created a volume surface and analyzed it using the elevation banding with color to show different levels of cut and fill. The owner has broken this area into 10 different irregular zones. Is there a way to do the elevation banding of a volume surface and have it color the individual parcels. They don't all have to be at once. I can do each one at a time and PDF the drawing.
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Jul 11, 2013
We have an "original" existing surface of a ditch, a massive ditch. dredging has taken place and now we have a new existing surface of the ditch. the client wanted to see the delineation between the areas that are now 3" lower, 6" lower and 9" lower (and so on). I was able to do this easily with elevation banding. now the client would like some sort of GPS uploadable based on the color map that shows the banding. How to accomplish this without having someone set there and set points along the different colors on the surface. that is going to be incredibly time consuming. is there an automated way to export the data that I am looking for?
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Nov 6, 2013
It appears color transparency for surface analysis is now broke in 2013. It used to work in 2011 because I use to bring in Lidar data and run elevation analysis over top of aerial photos. I never found any type of resolution. Is Autodesk aware and are they working on this?
This issue reminds me of the Point Cloud issue with Lidar data right after 2013 came out. It worked in 2011 just fine and then 2013 they broke it. After calls to autodesk support and thread exchanges plus several months of waiting, service pack 2 for 2013 fixed the lidar classification issue.
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Feb 8, 2006
I've tried to create a surface analysis by using a point group reading xdata to set the elevations and when I set my surface properties to display the elevation shades it will only allow me to set the range to 5 or less. All of the other analysis settings for direction, slope, and slope arrows allow me to input the nuber of ranges I want, but I need the elevation analysis.
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Feb 8, 2013
I have two surface ( OG surface and Gravel LIFT ), i need to have a table that Show me Depths range between those two surface with a color range, in a table and also to be able to see it in the the top surface.
Basically, In every Spot of the surface, need to represent a Depth range between the OG and the gravel surface by a specific Color.
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Sep 7, 2011
Within the UKIE Country Kit there is a lsp that exports/imports Surface elevation Analysis data (attached lisp file)
Is it possible to be modified so that a Slope analysis is exported/imported and how easy/difficult it is to do (or even make the alterations themselves!).
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
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Oct 31, 2012
Is there a way to automatically adjust the cut range colours (REDS) in the attached scheme such that the lighter colours denote lower cut depths in the same way that the fill range does (Greens)
I know they can be manually adjusted but when the analysis is run again the colours revert back
(No connection with Autodesk other than using the products in the real world)
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
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Jun 20, 2013
I am working on a commercial development with multiple large tenants with multiple standards. To begin to verify the preliminary grading is in compliance, I use the slope arrow surface analysis type.
Due to my multiple standards, I find myself changing these values frequently. My question : Is there a way to make the slope arrow the default analysis type when you are in the surface properties dialog box?
I know it is not a major issue, but it is annoying and repetitive, having to go to the list box, and select slope arrow over and over again. One workaround I have considered to avoid this maddening situation is to make two surfaces, with each criteria assigned to the surface properties and simply paste the main surface into each. Then control which is visible based on what I need to look at.
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Mar 1, 2013
Im currently using an addon for Civil 3D called Novapoint. It allows me to create 3D models of surfaces made out of 3d faces and easily models cut and fill 3d-models for me.
The only thing i need to create a cut and fill model is one or several ground surfaces (existing ground, earth layers, rock etc. whatever i need) and a closed polyline/3Dpolyline that represents the level I want my cut and/or fill model.
I enter the spcifications I want such as; earth cut angle, rock cut angle, fill angle, select which surfaces i want to include in the model calculation and select the polyline.Novapoint then calculates the cut/fill model from the surfaces to the polyline and models the different cut/fill angles and gives me the results in a 3d-face model and a specification of the volyme of rock cut, earth cut an fill.
1. Novapoint is quite unstable and crashes alot
2. You cant create profiles out of 3d faces
3. Novapoint does not automaticly combine the start surfaces with the modeled cut/fill surface
4. A large surface made out of 3d-faces demands alot of computer power
So I want to how I do the same that Novapoint does for me in Civil 3D? (I have access to Civil 3D 2007-2013 depending on which one you're using)I know I can take the 3Dfaces i created in Novapoint and make a surface in Civil 3D with them but I want to exclude Novapoint completely.
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Sep 7, 2013
Okay, so it's been a while since I've done one of these, and I haven't done one on 2014 at all yet.
I've got a fairly simple part, it's about 6" long x 3" wide, less than 3/8" thick, without a whole lot of complex geometry to work with. I've built up my whole mold for it, and that went okay, but the fill analysis seems like it's taking forever. Like hours. It gets to the "Fill" stage, gets just a sliver of green on the progress bar, and then sits.
Last time I tried this was on my workstation at the office, using 2013. It didn't take nearly this long, and the part was much larger and far more complex, with a significantly slower computer.
Is something broken with this in 2014? I guess I can just let it run overnight, see what happens in the morning ...
Product Design Suite Ultimate 2013, 2014
Autodesk Inventor 2013
Work: Dell Precision T1600 (Xeon E3-1280 / 16GB / 512 GB SSD / 250 GB (Internal) / 1 TB (External) / Quadro 600)
Home: i7-4770k / ASUS Z87-Pro / 16GB / 250 GB SSD / 1 TB HDD / 3 TB USB3 HDD / 2xRadeonHD 4870 in CrossfireX
Laptop: Toshiba Satellite P755-S5269 (i7-2630QM / 8 GB / 250 GB SSD / 750 GB HDD / GT540M)
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Nov 15, 2013
is it possible to export elevations from a surface at a given interval? i can easily export all the data i used to build the surface, but now I am wondering if its possible to export/extract the surface to a CSV or TXT file with a position and elevations, say, every 5 feet?
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Jul 7, 2010
My workflow consists of building a point cloud object from a LAS file, filtering it for ground data, and and building a surface object with it. Breaklines are inserted into a surface object, and then the surface object is exported to a DEM file to be used in a GIS application. The problem is that Civil 3D rounds the elevations to 1-foot intervals, even when the file is structurally floating point. How to override this rounding to get floating point values that reflects the original data?
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Jun 17, 2009
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.
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Jan 14, 2013
I am using Civil 3D 2011 for my job. I am trying to put together preliminary estimates and need earthwork qunatities. I have no issue importing a google earth surface. I import the surface and create a boundary. How do I calculate cut/fill quantities? I tried creating a finished ground surface then making a tin volume surface to compare the two. However, I do not know how to create a fnished ground surface. I have also tried grading in civil 3d. Cannot get anyting to work.
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Apr 29, 2013
I followed the steps I found online to create color-specific surface labels (I assigned red to the cut elev and green for the fill elev.), but when I display them using the spot elevation on grid, I am getting both red and green elevations on same point (they are both fill elev or cut elev.), and why are there two elevations (cut-red and fill green) displaying?
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Aug 18, 2013
How to calculate the AREA of cut and fill analogous to the volume of cut and fill between surfaces, but instead only between the alignment and the road profile in the prolfile view. From what I've read of similar posts a few people have had the same question but have been instructed how to do it with volumes as opposed to area. Also how to insert a table of cut and fill area analogous to the one you can inset from the volumes dashboard.
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May 25, 2013
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.
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Jun 22, 2013
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 using Civil 3D 2014
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Nov 12, 2013
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.
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Jun 23, 2013
I'm trying to use the Image Analysis functionality of PS CS6 to obtain brightness levels from an image.
To test the "Gray Value" measurment, I've created 11 patches from 0%-100% in 10% increments. I used the fill tool (Shift-F5) and specified values using H=0, S=0, B=<percentage_value (0-100)>.
The respective RGB components of the generated patches are exactly as expected (255*percentage_value).
The measurements obtained through "Record Measurement", however, do not agree, with the exception of the 0% and 100% extremes, which are reported with 0 and 255, respectively.
Inbetween, there is disagreement which rises from 0 @ 0% to the highest (5 @ 50%) to then decrease again to 0 @ 100%.
Here is the series by which the reported Gray Values are too low (from 0% - 100%): 0, 3, 3, 4 4, 5, 3, 3, 2, 1, 0.
How come?
I've tried removing colour profiles (to exclude gamma encoding issues) and using different colour spaces and/or models, with no change in behaviour.
All my patches are pure gray so there shouldn't be any problem with unexpected colour weighting.
One funny observation I've made is that even though the patches are a 100% homogenous, PS reports different miminum and maximum values. For instance for the 50% brightness patch (RGB triples of 128, 128, 128), the report is MinVal=123, MaxVal=124, MeanVal=123.934809.
Clearly, the value for all three aspects should be the same, and I expect the value to be 128.
I'm using PS CS6, Version: 13.0.1 (13.0.1 20120808.r.519 2012/08/08:21:00:00) x32, on Win 7.
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Apr 18, 2013
Is there a way to have no layer value set for the description keys. I set all the layers, and now I realize I'd rather set this to no layers (boxes are all unchecked). I'd rather see no value under the layer column, but there doesn't seem like a way to set this.
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Nov 4, 2011
I am using 2008 and I have a dynamic block with attributes that I want to insert with the below program and have the attritute values filled in automatically. I have done this with other programs in the past and they worked great with literally no problems. They were not dynamic blocks may be the reason this does not work. Why the block will not fill in the attributes like it should. Occasionally in my testing I see a message about "units" when I am inserting the block but I have my insunits set to 0. I have attached one of the blocks I want to use. I am thinking either you cannot do this because it is a dynamic block or there is a new variable that won't let it work.
(setq upisosym "L:/AcadUtilsJack/Programs/InsertIsoSymbols/ELL90BW_Flip_01" isosym "rat")
(setq upod "3" upsch "sched" upmatl "matl" uprat "400")
I found these two new variables and turn them off or 0 thinking they might be the problem???
(setvar "INSUNITSDEFTARGET" 1)
(setvar "INSUNITSDEFSOURCE" 1)
(defun c:JD ()
(setvar "attdia" 0)
(setvar "attreq" 1)
[Code] .....
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Jul 10, 2013
i have been working on a DWG (c3d 2012) most of the day, and sure enough, after my last edit in Model space, c3d crashed.
i can remain in model space, but once I try on open the only layout tab, c3d hangs and crashes. i was able to create a new layout in the command line and rebuild my layout, but i still cannot open the original tab without a crash. i ran AUDIT and found 2 errors, but if i allow c3d to fix or delete them, c3d crashes. also, if i run PURGE, c3d crashes.
how i can determine what is at fault or a method to maybe even isolate the problem? maybe a trick?
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Oct 30, 2013
When exporting points to a .TXT using PNEZD the elevation goes haywire.
After being exported it reads roughly 69000 in an area where the elevation should be about 5400 to 5800 feet
(very roughtly a factor of 12)
Is there a variable I can change to fix this?
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Jun 25, 2013
Is there a way in X6 to invert fountain fill values? I have a design that is separated into three spot colors...a black, a red, and a white. I need to take everything that's black and invert all the values. So for example....where it is 100% black , I need it to be 0% and where it is 40%, I need it to be 60. The design has several fades and I need to maintain those, but invert them.
I've tried the Invert tool....but it's not doing what I need it to do. Also note, that the white channel on this design, does not hold all the white info....as some of it is just a low percentage of black.
Here's the design I'm working with, and a screenshot of the channel I need to invert as well.
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Apr 4, 2013
Trimble Access, Civil 3d 2012 export road problem
when I export a road file to my TS2 it becomes corrupted (file size 50% of what it should be.
4 months ago there was no problem. The weird thing a is that the other worstation in the office has this issue to.
Here's what I have done to troubleshoot: swapped out both data collectorsexported this rxl file to a virtual instrument on my desktoptalked to cansel and autodesk but the said they haven't seen this problem. I can rule out the following.
trimble/autodesk software, hardware ( to much a coincidence that both work stations have this problem)Data Collectors swapped out - file size of the corrupted rxl were the same on the virtual deskto instrumentcorrupted dwg - exported a road six months ago, now re-exported and the new file is corrupted.
Both machines are identical:
Pentium Zeon
16 gb RAM
Identical software installation
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Apr 13, 2012
Ever since I got back to my desk after theEaster break I have had an odd problem witj C3d 2012.
The pop up names of the buttons along the bottom (snap, grid, osnap etc) are apparently now in Chinese. Tool tips for other tools are also containing a mixture f what appears to be Chines plus corrupted characters.
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Jun 7, 2012
Tune up utilities got into my system and was finally removed by windows installer today. I tried 2 times to repair Autocad2011 civil 3d, then 3 times to reinstall it, finally removed all files I could find and tried 2 times to install. Cannot install I get eror 1402 about the key being too full or somtehing like that. It is the student version but I use it for my own use and need to access the files.
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Apr 27, 2010
Just upgraded from Civil 3D 2010 32-bit to Civil 3D 2011 64-bit. Over the years several user-defined color books were constructed using the Autocad Color Book Editor. With previous upgrades, these ACB files were simply transferred to the new version and worked OK. However, having upgraded to 2011, when the color books are opened, instead of the original colors, the color pages are corrupted, showing what look like Pantone red, green, and blue colors.
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Jul 6, 2012
Am working in River Analysis dwg and go to save and get message "One or more objects cannot be saved to the specified format."
What's the deal?
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