AutoCAD Civil 3D :: Survey Data Collection Link Error
Aug 2, 2013
We use Survey Data Collection Link to convert our file formats, in this case it is a GPS job exported from a TSC2 using Trimble Survey Controller Version 12.46. I exported the job from the data collector as a .csv file then use SDCL to convert the .csv into a .fbk file. I am getting this error saying the file is invalid or in use. We ran into this problem a couple months ago and it disappeared after a couple days, and now it has resurfaced.
Running Autocad Civil 3d 2012 with Service Pack 2, Windows 7 64-bit OS.
We recently tried to convert a RAW data file to FBK and the program aborted after running several setups. I have viewed the raw data on the data collector, but there appears to be no error. What other methods of conversion could I use to convert the RAW data file to a TXT file? I was hoping that our local AutoCad/Topcon dealer would be able to have a work-around, but they seemed stumped too. We have never encountered a problem usitlizing the Survey data Collection Link with any of our traverses prior to this time.
I copied some Survey Data of AutoCAD Civil 3D 2013 for Surveyors to my C3D 2013 machine few weeks ago. Now I cannot do the "Import point file" of the Survey2 Data B in Survey Databases, because the Survey2 Data B is locked up - see the attached file that has a red circle with an arrow on. How I can unlocked the locked Survey 2 Data in the Survey Databases.
Is there a way to "data shortcut" information imported from a data file into multiple drawings? If so, is there a way to lock the data points "in place" and not be able to adjust the point location/elevation, but allow the movement the text information around within the drawing.
The goal is to have multiple drawings with these data points and be able to move the text information from the style, but not (in a million years) be able to move the data point itself. There may be multiple drawings with these points located within them.
I am using AC3D 2014. I have created a surface from downloaded DEM points, but, as expected, the contours are not as accurate as I would like. They vary from known elevations anywhere from a few inches to several feet.
I also have survey data from approximately 500 points which include Northings, Eastings and Elevations. Is there a way to add these points to my existing contour surface and incorporate these know NEZ points such that he contour surface is more accurate?
I have already converted my "known point" file to a .txt format with comma delimited information.
I am wondering if it's possible to have a point code automatically add data to a user-defined field either in the survey database or in a drawing. For instance, our surveyors currently will code a catch basin as CB INV2.2 if it has an invert depth of 2.2'. I have a survey point user-defined property called InvertDepth. Is it possible to get the survey database to automatically add 2.2 to that user-defined property or does that have to be manually input? I have an expression and a label style that will take the elevation shot and subtract the depth number to give me the invert elevation on a lable, but I'd like to see if this can be done automatically without having to manually type in the depth on every point that is a catch basin or other inlet.
I've looked into the description key-set's parameters, but they seem to be mostly for display purposes and writing a full description.
I imported survey data from a file into the drawing and created a surface from the points and figures. No problem. Engineer wanted to change the datum from assumed to known. At this point all figures have been copied to a new layer flattened and changed to 2D polylines in order to hatch. Then the figures reimported. I raised all the points with the edit datum and raised the figures with edit survey figures. Surface was adjusted and tweaked. Everything was fine. I open the drawing and all the figures are back at assumed datum and the points are on the right datum. Now when I tweak the surface it uses the bogus elevations from the figures. How can I get my figures to save the adjusted elevations?
What I have is northing/easting survey data starting at an arbitrary point. The rest of the points are measured from that.
I do know the global coordinate of the base point, but no other points.
My question is how can I take all of the points and create gloabl coordinates out of them. I assume this is possible because I know the global coordiane of our reference point, I just have no clue how to do it in CAD.
I am fairly new to the Civil side of AutoCAD, as I used to work primarily in Map. I am working on a street rehab project in which I need to take survey points showing existing elevations (centerline, flowline, and top of curb) and show existing profiles in a profile view. I have no problems setting up the profile view(s) or the centerline alignment, but I am having problems with creating the profiles themselves, and I have a two part question about them
Question 1: According to the user's guide, the correct way to set up an "existing" profile is by extracting it from a surface, but I don't have a surface to use. In reading through the various profile types, the best way to set up what I want seems to be by using the profile layout tools, but the help says that a profile layout is supposed to be for a final "proposed" profile, not the existing. Does this actually matter? Will I be breaking Civil functionality by creating an existing profile using the profile layout tools?
Question 2: In reading through the profile layout tools, everything seems to be centered around PVI's. Even using the "tangent tangent" method to add in points seems to only use the first and last point as controls, with everything in between treated as a PVI. If you look at the documentation here, points one and four are treated as actual elevations, while curvature occurs at points 2 and 3. In my case, since what I have is a series of actual points on a surface, each point should be an actual surface elevation with curvature occurring between points and not at them. What method should I be using to input the points in the profile?
How do you move a survey database and data shortcuts? Without going into details, sometimes it is necessary to copy portion of projects as new projects. The survey database along with the drawings our surface, points, linework, etc. need to reference the new directory. I can set the survey database folder location to the new path but am not certain the information in the dwg is point to the correct location.
The same essentially applies to the data shortcuts. I'm having trouble getting this to work. With LD we were able to copy the project and resuscitate the drawing(s). I tried to use Data Shortcut Editor with the Saveas. I then attempted to rename the dwg's and path the new location and name but receive an error of Invalid source file. Correct the path or press Esc..
i am following the new feature of CIVIL3D 2013. i have some problems with making user defined properties.
when i make a lable style for figure, lable style should be selected.
But i don't know how to make a properties for text of lable style.
see image below. i select the add labels of annotate ribon -> figur -> add figure labels -> edit section of line label style -> layout tap -> contents below text -> you can see the owership which is user defined properties.how to make that properties?
I am importing survey data using a .txt file. In that file there are a few lines that I don't want C3D to read. Is there some character I can put at the beginning of the line so that it won't read or give me an error? In some other programs I have seen # or : used to do this.
C3D 2012 sp1 W7Pro 64bit HP Z400 Workstation 16 GB RAM Intel Xeon CPU W3565@3.20GHz NVIDIA Quadro 4000
i need to guide for using sanding total station for exchange data now my question is that do there is any way in civil 3d survey menu that i can use sanding total station for exchange data?
When you use the Import Survey Data wizard it automatically creates a point group that goes to the top of the list. This used to be created with a standard point style and description, but something has changed and I'm getting a different symbol and label that I definitely don't want as the default. I would think that this would be controled by the CreatePointGroup settings, but that isn't working for me. I can't find any other settings that would override or control this.
I recently switched to a new machine and manually copied and pasted my custom settings over and set paths to the new location. Everything seems to work fine except when I click on "Plot Stamp Settings".I receive an error that says "Data Link Files" and sometimes it says "LISP".
how to remove this link from my template. I don't see the table in MS or PS. When I right-click on the link I get the message: "The data link is being used and cannot be deleted."
When I try to reference an object in the Data Shortcuts menu, when I right-click the a profile in Prospector under Data Shortcuts, the option to "Create Reference..." is grayed out, and I am unable to reference that profile into the drawing I am working on. It works fine on other profiles that are being referenced from the same drawing.
I have tried:
1. Re-creating the alignment and profile data shortcut in the drawing being referenced 2. Creating a reference in my drawing to the alignment, which actually works. However, it still does not allow me to "create reference" for the profile. 3. Refreshing the data shortcuts. 4. Synchronizing the alignment referenced in the drawing.
Nothing seems to work. My only other option is to move the C3D profiles from the referenced drawing to the drawing I am working in. Is there a way to do this?
I'm messing around with tables and data links, practicing. I copied a range of cells in Excel, and did paste special to create a linked table.
Now I can delete the table object, but I cannot delete the link, cannot detach it.
When in Data Manager if I right click on the data link and click delete I get the error message "The data link is being used and cannot be deleted".
I have tried detaching, and the detach does not seem to take.
Now also, the table will not update from the source xls.
Win XP, AcadLT 2011, Office 2010. Using compatible setting for saving spreadsheet, for Office 2007 (not xlsx).
If I create a linked table by starting with the Table icon, choose "from a data link", choose the excel spreadsheet, etc., then I am able to later update the table from the spreadsheet, detach, delete the link, etc. But I can only delete the link if the table is not selected when I open the Data Link Manager.
But the one that was created following the directions from the Autocad video, with the copy, paste special, that link will not detach nor delete.
I have an SSA model that has multiple on-grade inlets along a city street. Each on-grade inlet has a roadway/gutter bypass link defined (the link is defined as 'direct' in the conveyance link properties) and where applicable an upstream roadway link. Therefore most inlets have a direct link coming in and a direct link leaving to represent the gutter bypass flows. The model will successfully run under kinematic wave routing method. When changed to hydrodynamic, I get Error 134 stating:
ERROR 134 : Node CB-13 has more than one DIRECT outlet link or DESIGN pump.
I know that it is fairly self explanatory error except the error does not appear for every inlet that I have defined direct links for. Some inlets that have one incoming direct link and one outgoing direct link are not listed in the error listing, while some do. In review of the model, I do not appear to have multiple direct outlet links (I also don't recall drawing more than one per structure in my model). Based on my review of SSA documents, it seemed like modeling bypass flows using direct links as opposed to open channel flow was the most common practice. That said, if I change the outgoing direct link to open channel, that inlet is removed from the error list.
3- Import my FBK file. The survey figure linework generated doesn't overlay my previously imported asc file. I checked the FBK file and the coord's match the asc file. I'm confused as to why the survey figures don't overlay the survey points from the asc file, since the coords match in both? The survey figures are all shifted .7' and 54deg. from the points. The elevations are all good on the survey figures, as they match the survey points.
So my quick fix is to explode the survey figures, since I don't really need them for what I'm doing, and then select all the 3d polylines and move them to them to an appropriate survey point. Everything then looks fine and I can get the job done.
However, I would like some insight as to why this might be happening. It's strange that the FBK and asc coordinates match, but the survey figures aren't lying over them.
I have a drawing with Objects that have both Object Data and Linked data in an Access database. I need to get information from the linked table to a new linked table for each object.
I have thought that if I get the necessary information from the Linked table record to the object data for each object, I could then convert the Object data to a new link and am looking for a way to copy the data from a field in the Linked Table to the object data. There is at least one field common to both the OD and Linked Table record.
In my company, they have just upgraded the old version of Autocad LT 2004 to the new 2013 and we have created menu to make our job easy. I have try to transfer the menu file .mnc to 2013 but it's not working or I don't do it the right way.
I am looking into using the Survey Database for the first time and noticed it linked back to the imported file from which the points came. However, my question is when the points are adjusted within the AutoCAD file is there a way for this adjustment to link back into the imported point file. I am trying not to have a situation where the data is different between the imported file and the autocad file.
We have just switched from 2010 to 2013, and are experiencing some problems on two different projects. The issue is that we have our pipe networks located within on drawing, then data shortcuted to our production drawings. However, the pipes are not drawing either in plan or profile to the correct size.
They read correct in the pipe size, the style is set to display the correct "parts" of the pipes, but they are incorrect. It is not consistent within regards to a single pipe size being incorrect, nor is it the same sizes between the two projects.
2012 SP2. I get this very descriptive message while trying to create a point cloud: The following error occurred processing the point cloud data: An error ocurred in data processing.
I've previously created point clouds from the same data (ENZ comma delimited) without a problem. I believe this was done before applying SP2. Any problems creating point clouds since SP2?
