I am having trouble importing a field book file.......I click the option to import survey data, verify the survey database then select the field book option but at that point Civil 3D does not alow me to browse to select a field book file.
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How do I include sideshots from a field book file in the adjustment of the traverse? In LDD you would import the FBK, then when imported, after defining loop you could check adjust loop to your specs. If it looked ok, you coould adjust loop, then when complete the command line asked if you wanted to adjust sideshots. You could select Yes or No and they would (or would not) be adjusted also. In Civil 3D 2013, I have imported the same FBK. When imported I have defined the traverse. I can then adjust the traverse to my specs, but it will not include the sideshots. The sideshots do not list in the Networks Non-Control Points list, so I am thinking this is my problem.
I have also edited the FBK to remove the traverse legs and just run as sideshots from the already adjusted loop values, but it still does not appear to work.
XEON E3-1270
32 GB RAM
Win 7 Pro 64
Civil 3D 2013
256 GB SSD
2TB HDD
nVidia Quadro NVS450
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We are trying to begin importing data directly from Tremble field book files into CAD so that we can process survey linework. What we are seeing is a shift of about 2 feet from the imported survey network and what the CSV values are when exported from the data controller.
View 2 Replies View RelatedI have an alignment which is complete in all respects. Profile also has been finalized. now the the survey (joint cross section) has been carried out and the output is in the form of field books. we hav the data in formate like we hav km and than offset left and right and than elevation.
my question is that how to use this data in civil 3d for creating cross sections and computing earth fill quantities.
We use Trimble data collection software. We typically import a "rw5" file converted from the "job" file. We then convert the "rw5" file to a "fbk" file. The conversion process has some bugs in it..
We have found two problems (thus far!):
1) The backsite data, for a station set-up, gives back an error when we reduce the data into the survey network. It also tweaks the coordinates for the set-up point. We have fixed the error by noting this line of data in the "fbk" file.
2) When the field doubles angles (wrapping, turning, etc.) C3D use only the first angle turned and not the mean or averaged angle.
We have found that if Trimble Geomatics Office (TGO) is used in post-processing, the "fbk" file generated works on both counts. FYI, the Trimble ribbon does exactly the same thing as C3D when a "job" file is imported, i.e. does not work properly.
I’ve run into an issue with importing survey data using field books.
I started by importing my primary control using a field book. There were no issues with importing these points. I then proceeded to import subsequent field books with additional control and then topographic mapping. In the last field book some points were accidentally overwritten due to an error in the field collection. No error message was given to let me know the survey points were in use and being overwritten. Luckily I caught the error before I proceeded to the next field book.
I tried to reimport the field book that originally created the points that were overwritten. At that point C3D told me that the points being occupied in the field book did not exist. I checked the point list for the primary control field book under the "Import Events" in the Survey Tab of the Toolspace and indeed the points in question were no longer listed.
I then proceeded to reimport all the field books in order, starting with the primary control. I got through several of field books before C3D again told me the point being occupied did not exist. This despite the fact that this same point was occupied in previous field books. After trying once again I was able to get through the field books.
How to open a .tin? I tried to create a surface from a TIN as one way but it is looking for .pnt. as well.
View 8 Replies View RelatedWe have generic drawings of assemblies we use in layout drawings as standard details. We insert them as blocks with one or two dimensions that vary (geometry remains the same-these are just representative for information).
We could define these as attribute values so that a user types a length that displays in the drawing but if we wish this to be part of a dimension we would have to explode the dimension to manually replace the mtext dim value with an attribute tag.
This seems unsubtle so I edited the dim value to be a field referencing the attribute value and made the tag invisible. This worked in the drawing-the attached shows the attribute tag ALL THREAD and the resultant dimension text (as a field value) replaced with the default value LENGTH.
When the drawing is inserted as a block it duly prompts for a value for ALLTHREAD and any value can be typed-`1200, 3500, 1672 etc. but the dimension does not update from the default value LENGTH, even after using attsync, regenall. So, if the drawing recognizes the attribute then how come it cant recognize the graphic via a field reference and update it? Is it buried too deep in the database hierarchy for LT to make sense of it maybe?
I dont want to explode the dim but it looks like I may have too if this cannot be made to work.
I get the following error when I try to import a comma delineated CSV file into Geotechnics 2013. When I first ran Geo technics I received 15 errors. I made changes to the csv file and now I get 15 errors in a different location.
I've included the 2 CSV files.
Example of the error message.
Error 0 The CSV appears to be corrupt near record '332' field '3 at position '1044'. Current raw data : '
1020 SB,29,34,GRAVELLY SAND medium grained gray waterbearing medium dense
1020 SB,34,36.5,GRAVEL WITH SAND gray waterbearing medium dense
1020 SB,36.5,41.5,GRAVELLY SAND medium grained gray to brownish gray waterbearing loose to medium dense
1020 SB,41.5,52.5,SAND WITH GRAVEL medium grained gray waterbearing medium dense
1020 SB,52.5,58,SAND a little gravel fine to medium grained brownish gray waterbearing medium dense
1020 SB,58,63,SAND WITH GRAVEL medium to fine grained gray waterbearing dense a lens of fine grained sand with silt
[code]...........
I am using autodesk autocad civil 3D (Metric).When I am importing point from text file it comes with different scale which is not to 1:1.Actual scale is 1: 3.280 which is exactly equal to 1m :1 ft ratio.
So, my guess is, X,Y,Z coordinates are importing to autocad civil 3D is in feets and measured distance points in meters.
I can't remember how to import a ctb file into my plot settings for a drawing?
View 9 Replies View RelatedEach time I attempt to import a USGS .adf file the program becomes unresponsive and locks up
approx 450,000KB in size
I am having trouble processing point code to correctly string the survey points. I have tried three methods of coding and each method has a draw back which isn't really acceptable to me, as it either means more work in the field or more work in the office.
Method 1: I code my points TOP 1 B, or TOE 2 or NS.
When doing this method the survey points don't string correctly. Because of the space delimitation inbetween TOP & 1 Civil3d only recognises the code TOB and doesn't pay attention to the string number. So all the points with the same code get stringed regardless of the string number. Please see file "TOP_1_B_CODE_STYLE.png" and you will see that TOP 1 E strings to point TOP 2 B.This will create a lot of work in the office breaking all the survey figures so they appear correct.
Method 2:I code my points TOP1 B, or TOE2 or NS. When doing this the points don't get coded correctly. Because the code is TOB when I import a point with the code TOB1 it doesn't recognise the code, and puts the point on the default layer 0. Please see file "TOP1_B_STYLE.png" and you will see all of the TOP1 and TOE1 are white and one layer 0. This will make a lot of office work changing points to the correct layers.
Method 3: I code my points without a string number, and only pickup one line at a time. So I would start picking up a toe of bank by TOE B then finish it on TOE E. See file "TOP_B_TOP_E.png" to see the result.
This does get the result I want but it really makes field work procedures slow. It would be very frustrating doing a detail survey of a road and having to walk each individual breakline.
I want to be able to use Method 1 but to have all points get stringed correctly. I have read a pretty good post about this here where the outcome is that all points should be put on layer 0 by default (I can't find it again though!). For me though that isn't a very good option as I often have both design and asbuilt in the same drawing, and need to be able to turn off groups and not have the associated points left on my screen.
I have a Civil3D file with Drawing Settings = WGS84 UTM-Zone44 North Map3D coordinate system = WGS84 UTM-Zone44 North a USGS DEM from HYDROsheds data set (tile = N40E80) also note this DEM is a folder of multiple ADF files when using FDO provider the DEM comes in just fine but it lands in the wrong location thousands of kilometers away.
When I load the same shape files into ArcMAP10 with spatial reference as WGS84 UTM-Zone44 North everything lines up perfectly.
The header prj.adf file is this:
PROJECTION GEOGRAPHIC
UNITS DD
DATUM WGS84
PARAMETERS
so how do I make it come into Map3D correctly?
I am tryiny to import coordinate file like I have so many times and the Select File box keeps telling me "No point file format match found". I click the proper file format and it shows in the Preview box but the OK box will not go dark so I can clcik on it. The file is a CSv and tried making it a txt with no luck. Using 2012.
View 6 Replies View RelatedI am battling is bringing in LiDAR files from ArcGIS. I have tried TXT and ASC, and they both seem to only maintain the elevation to the nearest foot, as you can see in the attached image.
What is strange, is that when the file is brought back into GIS, this issue is a problem. Is there a setting for reducing the amount of units when importing data? The text file as I shared has data to the thousandth.
Found a link to some code (URL...) to automatically place an Mtext field to label assemblies. It was written for C3D 2009/2010 but I can't get it to work for 2011 - any VBA gurus care to take a look to see if it will run (or not) on 2011.
View 7 Replies View Relatedi am doing a part builder totorial and when i right click autolayout data nothing happens. there is supposed to be a plus sign and you can assign the 'insertion point" of the structure.
View 2 Replies View RelatedI am new in civil 3d 2012 software and i have a major problem. i am a survey engineer and i have a topcon 3005 LN total station for using in field. i want to convert measurements from field into xyz coordinates via methods of civil 3d. i find that civil 3d uses fbk format (i don't know what is it), but my total station uses TOP format (ascii)
i ll give you two examples
EXAMPLE OF FBK FORMAT
UNIT FOOT DMS
HORIZ ANGLE RIGHT
PRISM CONSTANT 0
PRISM OFFSET 0
EDM OFFSET 0
CR OFF
ATMOS OFF
COLLIMATION OFF
JOB LINEWORK SAMPLE
SCALE FACTOR 1.000000
VERT ANGLE ZENITH
NE 1 5000.000 5000.000 263.650 "STA1"
NE 6 5088.000 6104.000 249.635 "STA6"
AZ 6 6000 135.000000
AZ 1 1000 315.000000
STN 1 0.000000 "STA1"
PRISM 0.000000
FC1 VA 1000 0.000000 00.000 90.000000 "AZMK"
FC1 VA 2 117.563300 300.023 90.421692 "STA2"
FC1 VA 101 29.082602 91.481 89.454093 "SDWK1 B"
EXAMPLE OF TOP FORMAT
S S1 1.443
D S2 1.564 328.7150 93.7675 4.412
D 3 1.564 225.6570 92.1310 9.926
D 4 1.564 241.7630 93.1510 9.680
D 5 1.564 256.0790 91.9080 4.420
D 6 1.564 344.5500 89.1070 1.714
D 7 1.564 189.6990 90.3460 1.703
D 8 1.564 203.8600 88.6180 2.567
Need converting TOP format to fbk format?
Why is that if I import some points that have a "/" (field code escape) the symbol does not come in. For Example: TP/ 1' N.S
Civil3D 2013
Windows 7, 64 bit
Intel i7 2600 @ 3.40Ghz
16 GB RAM
Nvidia Quadro 600
I have a 1 mile road topo coming up for design purposes. The curb is standard, but there is full curb & depressed curb. If you had your way from the CAD seat, what shots do you prefer?
Most accurate I've seen iis Centerline, Edge Pavement/Edge Concrete Gutter, Flowline Gutter, Face Curb, Back Curb. More fieldwork, but made a good product.
What I have seen is CL, EP, BC, then "let them just use a template" and several variations thereof.
I have never seen a good way to automatically offset from say BC only and handle depressed curb by field coding.
I have a field in a block and all the FIELDEVAL variables are set as shown in the screenshot but the field doesn't update on REGEN - I have to issue the UPDATEFIELD command to update the field.
There was a previous thread started in March 2011 with the same problem - is this another unresolved bug? (No connection with Autodesk other than using the products in the real world)
IDSP Premium 2014 (mainly Civil 3D 2014 UKIE SP1 & Infraworks with some limited 3ds Max Design)
Win 7 Pro x64, 256Gb SSD, 300Gb 15,000 rpm HDD
16Gb Ram Intel Xeon CPU E5-1607 0 @ 3.00GHz (4 CPUs), ~3.0GHz
NVIDIA Quadro 4000, Dual 27" Monitor, Dell T3600
I use the Drawing Properties field in my title blocks but it displays the file extension .idw in the field.
I could use the model property but the Model file name .ipt can vary from the model part number.
I am just wondering whether FIELD category can access the OBJECT DATA Table ?
I want to use a block to display its OD table's attributes as Annotation text , so that the Text will update when the OD table change.
Or do I need use the Data connection for this purpose ?
We have been using Stringer Connect to convert our SDR files to RW5 then FBK, but have recently tried the Survey Link for Civil3D2008.
We use a field code "EC" for edge of concrete. Stringer handles this just fine, but whenever Survey Link sees EC it removes the code from the RW5 file, so we end up with points with no codes and no strings joining them.
I've got a drawing that contains an XREF. I've got a field reading the viewport object's Custom scale>Use scale name. However, whenever the drawing is loaded up all of the XREF's scales get imported. Since they contain the same scales, the field changes to read the XREF scale instead of the one it was set to. They are the same scale, but the field reads the XREF one first. Here is a screenshot showing what I'm talking about. Notice that the viewport's properties never show the scale as 1:20_XREF, but the field does.
I've been having to click "show all scales", do a SCALELISTEDIT, remove the XREFs, then do a UPDATEFIELD. I have to do this every time the drawing is open. It stays that way until C3D is closed. This becomes a problem when I go to PUBLISH a sheet set. If I haven't opened all the sheets in the sheet set and changed the scale list then they all get the wrong scale list shown.
Infrastructure Design Suite Premium 2014
Civil 3D 2014 x64
Windows 7 64-bit
6GB RAM
I have been provided with Surveyed Utility Locates along an Existing Roadway. These are provided to show conflicts between the New Storm Sewer System and Existing Utilities such as Water, Sewer, Gas, Elec, etc. The survey however is incomplete as it was prepared a few years ago and the Storm Sewer has just been designed. Yes, I can create points and provide them to the County Surveying department. However, before this is done, I must provide an easily-understood format of the new survey locations to the County Project Management.
To provide a Point Table which references the Surveyed Points' location in reference to the roadway stationing (Alignment). I have attached what the point table is to look like.
I am unable to find the desired data reference in the currently provided data field selection. Am I just missing it or is this a "Wish List" item?
AutoCAD Civil 3D 2009 w/Updates, Windows XP Pro, SP3
I am looking for a tool or routine to automatically add a unique object data ID number to Points or lines of a sewer system, that extract a prefix number from a seperate object data table (a location grid of closed polygons), then add a sequential number to each selected object. For example, 12 manhole points and 3 cleanouts are located with in one grid polygon. The Grid polygon has a coded id like 61280206, I want to be able to select all the MH and CO points in that grid polygon and have the new ID numbers be 6128020601, 6128020602, 6128020603, or to be able to specify the starting number like 6128020621,(for adding new points and continuing the sequence.
Better yet would be a routine that would be able to apply this system to all the points in the entire project area, extract the number from the appropriate grid polygon, and fill the numbers in one operation.
This is for the initial id numbering of a Cities, Sewer, water and electrical system.
I have searched for and found many LISP routines that do some of this (like ODCOUNT, etc), but none that I have seen have the data table extraction abilities. I do have one that works like this and files in the prefix number from a named views. I have several thousand grid cells (880ftx880ft). Perhaps there is a way to use my polygons w/table to create and name views
I am trying to get my points to displey the " mark from our descriptions. The description keys are set to $* and I have tried changing the Label Style from full description to raw description. I cannot get any information after the " mark from our field data. LDD used to put it in, but civil 3D truncates the information. I know I can do a find and replace in the .csv file, but would rather not have to continually edit the .csv file. Where the setting in civil 3D is to allow this to happen? I have even messed with the Point File Formats to no avail.
View 2 Replies View RelatedThe window that loads using the command MAPCSASSIGN shows an incorrect description for EPSG code 3311.
The correct description is: HARN/CA Albers Equal Area for California, Meters
I want to create a Curve table for an alignment.
You are able you get range of properties, i.e length, chord length, start/end chainages, mid-ordinate.
I've notice lets for arguement sake 'chord length' text component editor is: <[Chord Length(Um|P3|RN|AP|GC|UN|Sn|OF)]> but is it possible to modify the code so i can insert half a chord length.
Ive tried
<[Chord Length(Um|P3|RN|AP|GC|UN|Sn|OF)]>/2 ---- doesn't work
<[Chord Length(Um|P3|RN|AP|GC|UN|Sn|OF)]/2> ---- doesn't work
<[Chord Length(Um|P3|RN|AP|GC|UN|Sn|OF)/2]> ---- doesn't work
<[1/2*Chord Length(Um|P3|RN|AP|GC|UN|Sn|OF)]> ---- doesn't work
