AutoCAD Civil 3D :: Different Surface Cross Slopes And Super Elevation
Mar 6, 2012
Our provincial standard requires subgrade and subbase surfaces to have a normal cross slope of -3%. The base and asphalt surfaces have a normal cross slope for the driving lane of -2% and -5% for the shoulder.
I have been trying to figure out how to do this in C3D. I have thought of different ways of handling this for a straight tangent, but have not tested them. What is causing me the most grief at the moment is how to handle this in a curve with super elevation.
The transition will be different for -2%, -3% and -5% Runout distances.
Can C3D handle this? What about using Subassembly Composer?
(I should mention that I have tried with Subassembly Composer, but I am not sure how to deal with superelevation. -
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Apr 30, 2012
I am trying to create a label for slopes in cross sections for a surface created from breaklines using gade breaks as you can not weed segment labels
I am weeding the labels out based on the change in grade of the section profile and making the label text high very small of the labels I do not want to see. But the first label returns ??? because there is no grade coming in so I get ??? instead of something usefull like null. Any way to convert?? to something you can evaluate and use.
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May 26, 2012
Superelevation curve criteria specifies axis of rotation but the assembly does not contain pivots.
okay i got this Before , just when i wanted to change in the Super Elevation Wizard , to outside lane rotation , i recently used AOR type , but yet no luck. also in my profile the super elevation the Cross slop Band : i always no matter what a rotation about center line.
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Jan 24, 2011
I'm working on a runway in Civil 3D 2011. I want to transition cross slopes along the runway. i.e. 1.5% for sta 1+00 to 10+00 and then transition into 1.0%. I thought super elevation would be the best way to do this (I dont want any actual super elevation, just transitions in cross slope). When I select the alignment and "Calculate/Edit Superelevation" i get the following message in the commanding line:
"_AeccCalcEditSuperelevation No superelevation data has been calculated for the selected reference alignment." It does not bring up the wizard.
My runway alignment doesn't have any curves and I'm thinking that's the problem. Is is possible to create super elevation without curves?
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Mar 22, 2013
I am using Civil 3d 2013 and I am trying to calculate the superelevation information in which the curve will max at 2%. Is there a way in which the superelevation can be calculated using the superelevation wizard in which a 2% SE is the max? So far it will only let me use the SE for 4% local roads and I have to edit it using the SE layout.
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Apr 27, 2011
Civil 3d 2011 SP1
What is the easiest way to remove super elevation once applied?
Windows 7 Pro x64
Civil 3D 2014 HF1
Dell Precision T1650
i7 3770
NVIDIA Quadro 2000
SSD Boot
16 GB Ram
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Sep 12, 2012
I have a superelevation on an alignment but want to remove this as its overriding the assembly I'm using. I have tried using the tabular editor within edit super elevation to remove the various sections but it's still not working. How can I remove the entire super elevation and revert back to my standard assemblys?
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Dec 4, 2013
I want to know how exactly the super elevation within SAC works. I am building few SAs and some are just multi layered lanes and others are lanes with solder, etc.
How do I add super elevation to SA, After adding Super elevation to Parameter what is the next thing to do.
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Aug 21, 2013
how to get Super Elevation report for superelevation value at every point separated
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Feb 14, 2013
I need getting a roadway to transition horizontally for a turn lane. If it were straight without super, it would be easy. However, the transition happens in a curve that needs to be super elevated.
I know I can use the lane transition assembly and set it to "change offset and grade" but with that, I would have to manually calculate my EOP elevations.
Is there a sub assembly with the ability to use the centerline super elevation data as well as transition horizontally?
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Feb 26, 2013
I have a section of road that has super elevation from -6% to +6%. The asphalt layer (top green) supers from -6 to +6 but the base course (red) only goes from -4 to +6. I attached a sketch for some visual information.
What subassembly recommended for this scenario?
Is there a way I can set max values for the subgrade? Or an assembly where I can use superelevation for the top and for the subgrade?
I am using C3D 2012 but can use 2013 if it makes a difference.
Civil 3D 2012 SP4.0 Windows 7 Enterprise 64-bit
C3D 2014 SP1
Dell M6600, Core i7 @ 2.3GHz, 16 GB ram
Dell T3500 workstation, too much ram
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Aug 12, 2013
I'm a little surprised with this....
I dont imagine how c3d does this .
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
Civil 3D (2013) how much you have to improve....
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May 6, 2010
With Civil 2010 I used superelevataion to transition a street's cross fall from left to right. It was very straight forward with 2010.
Now with 2011 it appears that I cannot add superelevation to an alignment with any curve and change the crossfall of a street from left to right over 20m.
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Nov 20, 2013
I was wondering if it's possible to add surface slopes on grid (similar to how there is a tool for adding spot elevations on grid). I can do them individually at a grid spacing but that's tedious, and considering you can add spot elevations on a grid, I'm not sure why this wouldn't be possible.
If there isn't a built-in tool for this, would it be possible to make a block of a bunch of one-point spot slopes and you simply choose which surface & the insertion point when you insert the block?
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Aug 15, 2012
I've got a highway project for which I'm modeling the corridor but the design profiles given to me are for the right lane top edge (ETW) and not the centerline (crown). This is an undivided planer roadway with a typical 2% cross-slope. How can I use that profile for the right edge to run my corridor? I can't seem to get the corridor to use the super table that is attached to the centerline when I use an offset assembly. Is an offset assembly the right way to go with this design?
What I've done just to get going is to take that right edge design profile and draw it in my centerline profile view, then lower it 0.24' (which is my 2% normal cross-slope for a 12' lane) and then use that as a centerline profile and let my normal super assembly and table data control the corridor through the supers. So far that is working--but is there a better way to do this?
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Jun 1, 2012
We don not show CL profiles and only show the gutters on the CL profile view. We also do not used profile bands.
I need to show Superelevation on both left and right profiles complete with labeling.
Short of creating a seperate alignment for each, sampling the corridor surface, superimposing it onto the CL profile view and then creating a layout profile by drawing over the sampled surface.
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May 9, 2012
As shown in the attached drawing, the station label where the superelevation transitions back into normal crown shows with 4 decimal places. We have verified that all precisions are set to 0.01ft. The normal crown station at the begin transition shows with 2 decimal places.
Civil 3D 2013 SP1
Dell T3500 Workstation
Intel Xeon E5630 @ 2.53 GHz
12 Gig of RAM
Nvidia Quadro FX3800
Window 7 x 64bit OS
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May 14, 2013
How to add super elevation detail on Profile band.
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Jul 16, 2012
Using Civil 3D 2012 SP 1 on Win7 Pro 64-bit.
Is there any reason why a corridor model would not be respecting the manually entered super elevation values in the alignment? I have several stations that should be calculated with even super elevation values, but they aren't. For example, at station 0+080 on my alignment the left crown should be running at -3%, but it is actually being calculated at -2.47%. It isn't just one station; it's most of them. No overridden stations, vertical targets, etc in the corridor. Just a fairly straight-forward align (hor/vert) with super, simple assembly (two lanes, shoulder, daylight), simple corridor.
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Apr 30, 2013
I have created the super elevation to my road as you can see on the attached picture, but I can't see the super elevation on my section view.
See attached.
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Aug 2, 2013
I have a large ex surface that I have divided into basins and such. I know need to evaluate the slopes in these areas. To do the whole surface at once seems to not be possible. Is there a way in c3d to view analysis information for a section of surface for instance in a polyline or fence?
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Oct 17, 2011
Alignment, profile, assembly and corridor have been setup. i have setup the superelevation calculations and did the super elevation view and it looks right, but for some reason the super elevation won't apply to my section view assemblies or the corridor editor.
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Jun 6, 2013
I am looking for either a corridor style or surface style to display slopes while in plan view while working on a corridor. I know you can turn on slope arrows as a surface style, but I am actually looking for the grade to be displayed next to a slope arrow. Hopefully I am explaining it properly.
I just am looking for a better way to spot errors before putting surfaces into machine control without checking station by station in the section editor.
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Feb 28, 2012
What approaches are available in civil 3D to takeoff the surface area of daylight slopes?Which do you recommend for given scenarios?
I tried compute materials but the volume report for cut and fill area is zero - so either I missed something or the compute materials for surface area does not work yet. Then, I tried the QTO manager and linked the corridor codes slope_link and daylight_fill to payitems. Slope_link has a QTO of 1,458,099M2 and daylight_fill has 913.39M2; I have more confidence in the daylight_fill takeoff.
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Dec 15, 2012
Is there a way to create hatching for the slopes surface style instead of using solid colors?
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Apr 4, 2012
Is there any way to change the referenced surface on a Surface Elevation Label. I can see the surface in the properties but cannot change it.
C3D 2011
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Mar 21, 2012
Attached is a pdf showing the issue I'm having with the way elevations labels appear on the outside edges of cross sections.
Issue #1:
I added the dimension to show that the bottom of the cross section is actually at 97.5 but is labeled as 98
Issue #2:
I would prefer the bottom of the cross section to be at an even elevation (98 not 97.5)
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Jul 2, 2013
Why not show the labels in sections?
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Feb 22, 2013
I created several cross sections for a roadway design utilizing sample lines. I created multiple sample lines along the CL alignment and inserted the cross sections without any errors. The peculiar part is when I try to inquiry or label any cross section, nothing happens. Using the inquiry tool, I get an message that reads "Warning: Specified point is outside the section view. Try Again." If you see the attached PDF, you'll notice that the point I selected is dead center of the particular cross section in question. When I attempt to use labels to mark elevations, in the command line, it repeats "Pick a Point" but does not insert a label.
I created other cross sections in the same fashion and do not have this issue.
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Apr 28, 2013
I have some cross sections showing existing and finished grade. The finished grade is a channel and floodplain with slopes to catch existing ground. I’d like to create a report of the offset and elevation at each grade break for the finished grade. Optionally, it could be offset and cut or fill at each grade break. I’ve found the tool to create annotation for the offset and elevation info, but the cross sections are too small on the drawings to accommodate all that text. Is there a way to generate a report for the section view group or even each section view that would contain that information?
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Apr 6, 2011
I am trying to annotate a floor plan to show the location/orientation of section, elevation and detail drawings. The labels must also indicate the appropriate drawing cross reference. (basically a circle with a arrow, text inside circle showing drawing cross reference). My question is - is there an automated way/library to insert such labels or do I have to create each of them from individual elements and make a block?
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