AutoCAD Civil 3D :: Calculate AREA Of Cut And Fill Between Alignment And Surface Profile?
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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Sep 13, 2013
It is 27 miles of waterline broken into 3 mile segments.The problem is with the profiles that have been cut. The existing ground surface has been sampled along the alignment and multiple profile view made from that alignment. When the alignment changes, the only way that the surface seems to update is to run the "profiles; create profiles from surface command again" at which point it adds a new profile into the profile views reflecting the current surface over the alignment, then the "old" profile must be deleted from the profile views. Everything is set to dynamic, yet certainly is not being very dynamic.
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Nov 13, 2013
I have a cast aluminum part I need to calculate the surface area for our plating process. I have done a simple area, its not right (.015ft^2). I have derived it as a surface but can't get a volume calculation.
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Apr 19, 2012
I have contoured an irregularly shaped site that is required to be covered completely by a liner. Is it possible in autocad 2002 to get the area of the surface i have created?
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Sep 23, 2011
I want to calculate the total external surface area of the attached manifold. When I use the iProperties tool, it give me the surface area including internal surfaces of tubulars etc.
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Sep 9, 2011
how to calculate the surface area, I had uploaded the attachment file,
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Mar 1, 2013
I have an alignment label that I normally use to show the PVI's of a profile in the plan view.
This is a little unusual, but in a specific case I wanted to design my profile at one alignment, but show it at another. I designed my swale profile in the pathway profile view and then superimposed the swale profile on the swale profile view. I then went back to the swale alignment to add these labels.
It's a no-go AFAICT. The only profile available for me to select for these labels is the original ground profile from the surface.
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Sep 18, 2012
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.
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Aug 6, 2012
I have an acad document connected to some .shp files, which contain polygonal shapes with some meta-tags.
I want to achieve the following: draw a polygonal shape and select all the tangent areas (I already know how to do so)take a property of those areas and calculate an area-proportional [or: area weighted] average value (proportional to the partial area defined by the drawn polygonal shape). I tried to achieve this by splitting the objects and merging them again with defined splitting (area proportional) and merging (average) options. The problem is: splitting & merging doesn't work until I disconnect the data files (checking the objects out doesn't work) and even then I can't split the areas. And, more important: This doesn't create a weighted average and I don't even want to manipulate the objects! I just want to get one value out of all these steps.
I appended a screenshot of my file. E.g. I want to take the value 923.2 and multiply it with the corresponding area percentage it represents in the drawn shape. So the calculation would look something like 0.02*923.2 + 0.2*926 + 0.12*945,9 [...] until all the 100% are covered and I get one single representative value.
I use AutoCAD Civil 3D 2012 on an Intel Core i7, 12GB RAM, 64bit Win 7 Pro SP 1 PC.
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Dec 16, 2013
I was just wondering why when I try and calculate an area using a polyine, I am getting a readout of 1.80401967E+07, when I have it set to give me the calculation in square feet? It is an area of approx. 246 Acres.....is this because the area is so large? I am not sure what the "E" stands for or the "+07" at the end....
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Aug 9, 2013
How to calculate the lengths of the first and write each profile..In Part 2, I calculate the total length of ground.
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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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Mar 14, 2013
Im creating a Profile Bandset and would like to have multiple surface/profile elevations shown, ie: EG, FG, Back of Curb and Back of walk. While creating this bandset I see that the text component editor properties only has code for profile 1 elevation and profile 2 elevation in the properties area, which the code for this looks like below.
<[Profile1 Elevation(Uft|P2|RN|Sn|OF|AP)]>
<[Profile2 Elevation(Uft|P3|RN|AP|Sn|OF)]>
Ive tried to write my own code using the profile 2 as an example but it doesnt seem to work as a 3rd surface/profile and only seems to mimic the profile 2 elevation when placed in the band
My questions are as follows
1) does Civil 3d only allow 2 surface elevations in any band set? if it does allow more profiles/surface elevations what am i missing to create it?
2) if Civil 3d does alow for multiple surfaces to be shown in the band set how do i get the text component editor to supply the extra profile elevation codes? or would i need to create from scratch
3) if i need to write the code from scratch does any listing of the codes and meanings of each code ie what does RN, Uft, Sn and so forth do and mean .
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Jun 17, 2013
I have a profile showing proposed storm sewer, existing sanitary, rock surface, existing surface, and proposed profile. Today for some reason the proposed profile and labels, and the existing surface are not showing on the profile and I'm not sure what has changed or how to get them back.
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Nov 11, 2013
At my job site, they is about 20meter height of uneven rock surface in the excavation pit.
To calculate the volume ,I need to include this uneven rock surface wall.
For doing so,The sharp edge will displays in the cross section.
Because the uneven surface, I cannot create the surface with normal step.The TIn line will joins horizontally,not in vertical direction as is intended.
AutoCAD Civil3D 2014
Inter(R)Core(TM) i7-3770 cpu@3.40GHZ
RAM 8.00GB
64-Bit window7
QuadroK6000
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Mar 17, 2011
We have an engineer who is taking an existing surface and wants to show a proposed road 2" higher than existing.
I told him to simply adjust his assembly for his corridor to account for the 2" difference, but the County agency needs to see a profile.
My questions:
1) Is there a way to easily copy a profile made from a surface and "convert" it to a proposed profile? If we copy and explode, it turns into hundreds (thousands?) of tiny pline segments and it would be a mess to convert all those to a profile 1 by 1. If we make the corridor, and choose "profile from corridor", we do not have an option that could be used to represent the centerline.
2) Other than loss of dynamic updating), would it make sense to adjust the assembly so the top surface would be accurate, then copy the profile, explode the copy to a block and simply shift that (as essentially basic linework)?
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Nov 28, 2012
Attached are survey points that created the surface of a road embankment portion that caved-in. The road is very near a reservoir shoreline.
1. How can a surface profile be produce? I/'ve use line to change it into an alignement and then create a proile , then a profile view. But the the surface profile is missing.
2.the points having higher elevation are the top edge( road level) of the cave-n . A few few shots were take before the shorline elevations.
3. What the best way to come up with the rock volume to fill the cave-in given this surveying points., Also the shoreline elevation will be lowered some more while work is being done since the fill is not allowed to fall in the reservoir.
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Jun 26, 2013
Is it possible to place the surface area of an annotation fill, into a schedule?
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May 30, 2012
How to apply a different set of fill factors along the same alignment in the same material list? I have a road that is going to be sandy soil for the first half and half rock for the last half.
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Dec 25, 2012
I imported Google earth surface (at eye alt 600m) to civil 3d 2012 and created an alignment of length 181m.
When I exported same alignment to Google earth , it showed the length as 190m ( the difference increases with increase in length of alignment) And also the profile view of the alignment in the Civil D & Google earth varies.
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Oct 4, 2012
I would live to label the PVI on my Profiles but not show the PVI label at the start and end of my profile. How to set this?
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Sep 25, 2013
1/ I have spent alot of time setting up profiles so all the information on the profile are dynamic and to our company standards. I have created the alignments along the road centrelines and created the profiles for those alignments. Wouldn't you know it they made changes to the site plan. When I click on the alignment and select Edit Aligment Geometry, the Alignment Layout Tools come up but I can't select any of the tools to edit the alignment. Am I missing something.
2/ Can I create a new alignment called street A (revised) and associate it to the profile currently associated to street A (orig) so I don't have to rebuild all the profile labels etc?
Civil 3D 2013
Windows 8
Intel(R) Core(TM) i7-4770 CPU @ 3.40GHz
32. GB
64-bit Oepration System, x64-based processor
No Pen or Touch Input
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Jan 10, 2013
I created a profile for an alignment (which has 2 offsets) and also an assembly with two assembly offsets. I wanted to create a corridor where my assembly offsets will have the same profile but will be on different alignments (alignment offsets).
In the corridor properties / parameters, I got an error : duplicate profile found. Should I copy the profile (for each offset) in different profile views (for each offset) ? Or there is a better way to do that ?
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Mar 27, 2012
I'm wanting to make a corridor model from an imported DGN that contains centerlines and edges of pavement for a neighborhood. From 2011 and 2012, the import creates splines while 2010 and older create 3d polylines. The alignment creation from objects does not work on a 3d polyline or spline and I have no clue how to make a profile from the same object. How could I go about making an alignment and profile from a 3d spline or 3d polyline?
Infrastructure Design Suite Premium 2014
Civil 3D 2014 x64
Windows 7 64-bit
6GB RAM
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Aug 5, 2013
As we have a option of creating the profile from file ,by using that option we get PVI point but not the curves so every time want to copy a alignment from one profile to another in order to maintain the same levels in both the profiles using create profile from file options curves will not be copied but its pvi points will be displayed so i need to convert those pvi points to curves .
the other method of copying is by using superimpose profile option by doing so their is one problem arises that is in the copied profile if i want to see the details of the vertical geometry of that copied alignment the details of the curve will not be displayed in that band.
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Oct 18, 2012
Moving profile or alignment, I’m not sure why moving profile introduces a problem! Some data is missed!
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Mar 8, 2012
I have a centerline alignment defined from a polyline that starts at the middle of an existing T-intersection and starts with Sta 1+00.
When I draw the existing profile using this alignment I want it to show starting from Sta 0+50, while the plan view maintains a visible centerline starting at 1+00. I can get the grid to display the 'previous' 50 feet easily enough, but not the existing surface line(s).
Is this possible?
Windows 7-64
8GB RAM
AutoCAD Civil 3D 2013
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Apr 9, 2012
I Created a Surface Profile along my existing survey alignment (Alignment 1). I copied that to a layout profile. I need to transfer that profile to an alignment I drew approximately 8 ft to the right (with less verticies - Alignment 2).
I created an offset alignment of Alignment 2 - Left 8 ft. I Created a Surface Profile from the 8 ft offset. Using that surface profile along Alignment 2 might be good enough, but I'd prefer to use the surface profile created from Alignment 1 because it represents my high point. I am creating a construction grade x-sec assembly that will run along (or 3-6 inches higher than the existing Centerline). But I want to hold Alignment 2.
I think what I need to do is to be able to hold Alignment 2, but use the Profile generated from Alignment 1 in my Corridor.
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Mar 12, 2013
I created an alignment in one file. Then in another file I data shortcut that alignment in. From there I created an existing ground profile using that alignment. Later I modified the alignment. When I go into my profile drawing containing the existing ground profile, it did not update. I have had this happen on several projects and I can not figure out why it is not updating. My station range on the existing ground profile is set to automatic.
I used to do this all the time in 2012 and never had this problem. I am using 2013 with the latest update..
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Sep 25, 2012
I need to know how to display a proposed profile elevation in the major station alignment label, I mean, for example, I want to read in the label "0+000, 494.444". I've already edited my major station label style adding a (profile type) Reference text, and it only displays "?". I suppose I need to associate it with the correct profile, but I've not figured out how to. I show you how the label looks in the attached image.
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