I have created a slope stake report and have just noticed that there are stations missing. The stations are there in the cross secitons but not there in the slope stake report.
All sample lines were created at the same time. All surfaces are present throughout the entire cooridor.
Is it possible to create a Slope Stake Report for multiple baselines?. When I generate the report, it only creates a report for the first baseline of the corridor. All of my sample lines are in the same section group, so I'm wondering why it would not create all my sampled stations.
View 7 Replies View RelatedI'm missing the tab in my tool space that has the report generator in it. What command brings that tab back?
View 2 Replies View RelatedCan you not perform a slope-slope intercept to place a PVI? Essentially holding the sta and elev of the PVI's directly before and after the PVI of interest and changing the grade in and out so that the sta and elev of the PVI of interest are changed.
View 2 Replies View RelatedCan't figure out how to match gutter slope to outside lane super subassembly slope. Have super eop targeting a feature line with elevations, but when i check section editor gutter slope doesn't match pavement slope.
Civil3D 2013
Windows 7, 64 bit
Intel i7 2600 @ 3.40Ghz
16 GB RAM
Nvidia Quadro 600
i need a shoulder subassembly that varies slope in relation to the lane superelevation slope. i know that i can get a subassembly for the shoulder that will follow the alignment superelevation xml data but in my case i can't use it because we are just adding a shoulder to an existing road. we're not changing the superelevation of the existing road, just milling and overlaying and widening. right now i've created a profile of the outside edge of the shoulder that gives me the correct shoulder slope but whenever i change my centerline profile i have to redo the shoulder profiles which is a real time suck.
View 9 Replies View RelatedI am in the process of transitioning from land desktop to Civil 3D. I design roads in steep terrain and sometimes need to have my catch (daylight) slopes change. So my question is, how do I change a daylight slope at a specified depth? For example, from the shoulder of the road I want a 3:1 fill slope to a depth of 10 feet than change to a 2:1 slope until it catches the existing surface. Can this be built into a subassembly such that if the fill is less than 10 feet it will daylight correctly at a 3:1 and if the depth is greater than 10 feet then it carries the 3:1 for 10 vertical feet and then changes to the 2:1 until it daylights?
View 9 Replies View RelatedI need to produce a better standard table for our company, but need to know how it would be possible to display only either the START STAKE VALUE/ STATION or END STAKE VALUE/STATION in the appropriate column. If I can achieve this i would not need to details for straight segments as indicated in the details column.
View 5 Replies View RelatedAngle-distance method to stake out the horizontal alignment by total station,Assuming that the total station with reflector is the tool that it is intended to lay out the circular curve after being designed then the only way to do so is to construct a table that contains angle-distance values.
I’m wondering if the C3D can provide this table (attached)
How can I transfer (download) measured data from total stations 'Trimble' and "Leica" to AutoCAd Civil 3D 2013? Must I find a module from the sites of these manufacturers? Or how can I change from total stations formats to the Feald Book format?
View 6 Replies View RelatedI am using the profile sample VB.net program to create an alignment, profile view and profile. The profile view defaults to start at station -0+25. I want to set the Profile View starting station based on the "Align_strt_sta" value I have defined based on the Alignment Stationing. I have tried the .StationStart() shown below, but I just get a unhandled exception.
' Create the profile view and add it to the alignment's ' collection of profile views. If oProfileView Is Nothing Then id = ProfileView.Create(m_CivilDoc, Prof_View_Name, PROFILEVIEW_BANDSET_STYLE_NAME, Align_Name, pviewposition) oProfileView = pviewTransaction.GetObject(id, OpenMode.ForWrite) End If 'oProfileView.StationStart() = Align_Strt_Sta oProfileView.Description = "Profile view of alignment '" & m_SampleAlignment.Name & "'" oProfileView.StyleName = PROFILE_VIEW_STYLE_NAME
Creating points at the stations of an alignment,
I wanted to get the (x,y,z) of the stations of an alignment, but sounds not to work.
In the screenshots below, I got the message “The specified station is not valid for this object” and couldn’t proceed!
Software: AutoCAD 2014, AutoCAD C3D, AutoCAD M3D, Revit
Windows 7 (Ultimate 64 bits),
Firefox 20.0,
Kaspersky 2013.
I was trying to find a way to not have the last ending Station Label show up on my centerline is there a override or way to tell it to just label to the last 100 or 50 foot station?
View 4 Replies View RelatedIs there a way to model an intelligent petrol interceptor and pumping station in Civils 3D?
If so will these integrate with Windes?
How do I get Civil 3D to put pipe elevation labels at even stations?
View 1 Replies View RelatedI'm using iLogic to build a configurator and everything is working perfectly if I have all the componets available.
However, is there a way to use iLogic in this example:
Assume I have a bolt, nut and washer in an assembly based on 1/2" sizes. I then change the sizes to 1", the bolt and nut update to 1" but I do not have a washer modeled for 1". Is there a way to use iLogic to report that the washer is not available without causing an error or only updating the bolt and nut and ignoring the washer.
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.
View 3 Replies View Related(Again): Plotting points at stations of horizontal alignment,
I wanted to plot points at the stations of horizontal alignment to be then able to capture their XYZ and thus can be stored on the GPS devise for setting out on the field.
The points are not plotted (see the attached screenshots
Software: AutoCAD 2014, AutoCAD C3D, AutoCAD M3D, Revit
Windows 7 (Ultimate 64 bits),
Firefox 20.0,
Kaspersky 2013.
Land desktop anchored the alignment stationing at the "+" sign directly on the alignment.
Is there a way to do the same in C3D 2010 without adjusting the x,y locations?
I have daylight_cut at say station 100, then sampled every 20m, however it connect from station 100 all the way to 1000 for example. because there is no such code in between. why can't it create seperate features lines? the thing is sometimes it does it and sometimes it doesn't.
see the redline cutting across the corridor? shouldn't be there.
I have an alignment and would only like to label stations and specific geometry points such as EC/BC. When I add geometry points to my label set it automatically gives me curve midpoints and beg/end of alignment. How can I turn off these labels so that I only get BC/EC?
View 1 Replies View RelatedI am having an issue with my section views. Some of my subassemblies are only showing on certain stations. If I view the stations on the cross section editor, the corridor looks just fine, but when I go to the section sheet where the corridor is x-referenced, the driveway disappears.
I have rebuilt the corridor numerous times, detached and reattached the drawing, made a new drawing and recreated the sample lines to no avail. Attached are some pictures to show the disappearing driveway on the right side of the street.
What could be the trick with corridor section editor in C3D 2014, applying overrides to a stations range won't work. After selecting or typing end station in the 'apply to a station range' prompt nothing happens, the overrides just will not be applied.
To apply overrides for an subassembly (curb depth etc) I must go through all the stations set by corridor frequency in the station range. This is not file specific, as it is the case with all my projects.
Is it possible to change the Alignment Labels Major Stations Increment for multiple Alignments ?I have 50+ Alignments. Each of them labelled with 100m increment for major stations.I would like to change them to 50m interval.
View 2 Replies View RelatedI create the sampleline on the option "by a range of stations" so the sample lines were created on the horizontal geometry points. When I change the geometry of the alignament, the sample lines's local change or I need to do the process all over again?
View 1 Replies View RelatedIs it possible to insert a "field" instruction in the drawing template to get automatically the stations (beginning and end) of the long profile for the sheet considered ?
Example 0+700 - 1+400
This is using Civil 3D 2012 Service Pack 2.1
When a Station Equation is added to an alignment it causes all of the profile views to get messed up. In addition once the EG profile changes the entire FG profile may also need to be changed. See this video I uploaded to Youtube that fully explains and shows the problem: [URL] ........
So, any way to some how lock the profile views start and end stations? Or to some how lock the PVI locations on a a proposed profile to certain stations?
Is there a way to create a table of stations and offsets along a specific alignment at chosen locations?
Dynamic would be preferred.
I'm currently using version 2013.
Windows 7-64
8GB RAM
AutoCAD Civil 3D 2013
I'm need to make a Map Check report on C3D2011, but I don't know how to do it. Since C3D everything have to be setup before it can be use, so my questions are: How do I setup map check? Or What do I need to do get map check report?
What are the steps to do it right?
I would ask a question about the Cut and Fill Volumes reports in Civil 3D.
View 3 Replies View RelatedI import a survey data (X,Y,Z) in civil3D and make an horizontal alignment near them. I want reference theses survey points to my new alignment by a .txt report (#pts CH. OS elevation). Is it possible?
View 3 Replies View Related