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
How to add super elevation detail on Profile band.
View 1 Replies View RelatedI'm having problems getting super elevation data to transfer to different drawings by means of an alignment data shortcut. I know alignments hold the super elevation data so I've gone into my alignments data shortcut, input my super elevation data, saved and closed. Now when I open my finished grade drawing, reference in my alignment and profiles, then create a corridor from that information, my super elevation didn't transfer with the reference.
I pulled cross sections and it appears is has no clue there is any super elevation data. Also, I tried bringing it directly into the drawing I'm doing my corridors in and it erred saying I must be in the parent alignment drawing. Data shortcuts are pretty much useless to me if super elevation data doesn't transfer.
64 bit Windows 7
Intel Xeon (R) @2.8GHz
6.00GB Ram
Civil 3D 2012
Civil 3D 2012
Intel(R) Xeon W3530 @ 2.80GHz
6.00GB Ram
Windows 7 Professional
How to show the deflection anglesof alignments. I want to show those angles in band set or profile view.
AutoCAD Civil 3D 2012 SP 2
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.
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?
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.
View 3 Replies View RelatedCivil 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
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?
View 5 Replies View RelatedI 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.
how to get Super Elevation report for superelevation value at every point separated
View 2 Replies View RelatedIn the profile band the elevations are set to 3 decimal places. I just want to get it to 2 places.
View 3 Replies View RelatedI 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?
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
I'm a little surprised with this....
I dont imagine how c3d does this .
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Civil 3D (2013) how much you have to improve....
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.
i've got a profile band for my finished grade profile. it works great except for where a pvi falls at a major or minor station, the profile band is blank. is there a way to get the finished grade elevation to show in the band at a pvi?
Dell Studio XPS 9100
Intel Core i7 CPU 930 @ 2.8GHz
12GB Ram
64 bit
C3D 2012 SP3.0
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?
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.
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. -
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.
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.
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.
View 3 Replies View RelatedC3D 2012 SP3 on Win 7 Pro:
I have an alignment with horizontal PVI points that are coincidental with COGO points. I want to display in a profile view, a surface elevation at the alignment PVI points in a band style. Is it possible to do this? If so, how?
I have an EG and FG data band for sections that works correctly. When i plot sections and it asks me specify surfaces 1 and 2, I choose my EG and FG surfaces appropriately. Then when the section displays the Section 1 and Section 2 are both set to the EG section of that specific sample line. If i change the section view properties manually it works but I'll have to do it individually for each section.
Also, is it necessary to create a FG surface from the corridor or can i get the data band to read from the corridor section itself?
A coworker who is no longer with us set up the data band styles & settings in our template, and they were working fine in 2011. Then, on a new job in 2011, I encountered this problem. I gave up.
Now I'm working in 2013. The template was brought forwards, so it's the same settings, and I'm hitting the same problem as before. The difference is this time I'm working on a really long profile, and I really really want the bands to work.
Here's the problem.
The ones I checked in blue are not part of the data band. They are profile view labels, and they show the correct stations.
The ones circled in red are the data band. As you can see I need to work on my gap settings, but that's not my problem. The problem is the location of these labels. There is indeed a PVI at station 1+165, but the label is 40m away from that station! I don't know where to start digging to find the setting to tell that label to move 40m to the right, and tell 1+135.86 to move 20m to the right.
I've been working with Civil 3D for a while and I've gotten the Profile View and Data Bands down.Whenever we create an alignment with only two vertices (at each endpoint) and make the Northings, Eastings, and Elevations show in the data bands, the start and end show no data. (As below) Now I'm sure the data band is set up correctly because if I add a vertex somewhere along the alignment, all the missing data shows up.
View 3 Replies View RelatedWe recently started using Civil3d 2013. We made a huge jump from LDD 2008. We have profiles designed and data short cuts are created. We have existing and proposed.
Now i've created a reference and brought them into another drawing. First I tried to set up the color and linetype for each profile. When I do this. Both the existing and proposed become the same color and linetype.I do not see how to select the existing from the proposed and set the color and linetype.
Next I select the proposed profile and right click and select Edit Labels. I start to create the PVI labels. When I do this the PVI's for the existing profile get labeled. I want the proposed profile labeled. Not the existing.
So I've got a collection of the LabelGroupSubEntity in the ProfileDataBandLabelGroup. I need to replace some values inside them based on what Vertical Geometry Point they are labeling. Is there an easy way to determine what station value it is labeling?
View 2 Replies View Relatedi'm trying to get my data band flush with the bottom of my profile view. See attached screenshot.
Windows 7 x 64 bit
NVidia Quadro 2000 Dual Monitor
6.00 GB RAM
Intel Xeon W3550 @ 3.07 GHz
Civil 3D 2013 SP 2, Civil 3D 2012 SP2, Civil 3D 2011 V3, Civil 3D 2010 V3
Is there a way to export the band data for an alignment with two profiles? I have an existing ground and a proposed profile. Can I export the station and elevation data from the band for both profiles?
View 9 Replies View Related