Importing survey files in ORD CONNECT - issues

I am encountering a few issues when trying to import various survey formats into ORD CONNECT.  I have Feature Defs, Feature Styles, Element Templates, etc created and they work fine  The problems I am encountering, are related to getting the different file types to process properly.  All of the below file formats, were exported directly from the Data Collector, without alteration.  Here are the issues I am encountering:

  1. When importing a .fbk using the default ORD processing engine for that format, none of the linework and/or linking codes are being drawn/processed.     If you open the .fbk, you can see the coding for line connectivity/start/stop/curves/etc at the bottom of the .fbk, but ORD does not recognize this data.   Is there a setting or a revised .TIW that I can utilize to get ORD to process the linking code data for a .fbk?   The current ORD process for .fbk does not seem to use a .TIW at all.   I think I can create a .TIW that would work, but why doesn't this work right out of the box?   
  2. When importing .rw5 data that has field codes and/or multiple field codes per point, as well as linking codes and Field notes all for the same shot, how are you differentiating linking codes from field notes and/or multiple coded shot data without editing the .rw5 file before importing?  I suppose a VBA could be written to parse this data for processing, but that seems a little extreme for processing what should be standard survey data.  I have successfully imported .rw5 files that had JUST shot codes and linking codes.  All linework, linking codes and point data process fine.     As soon as a note is added, ORD tries to process the notes as multiple shot codes.... so I end up with replicated points, and multiple "unknown code" points that get unnecessarily created.
  3. When importing .xml files, the line work gets created, but there are no linking codes associated with the survey points/linework.  It also seems to only acknowledge the connectivity of the line, but does not recognize curve data.  No linking codes are associated with the shot point either.

I've tried various Survey Settings  and combination of Survey Settings, and have not yet found the magical combination that fixes any of the above processing issues.   If anyone is successfully processing any of these formats of data, without the need to edit the file that is dumped from the collector, please enlighten me as to what I am doing wrong. :)

I have watched several of the ORD/Survey training videos, but none of them (that I could find) cover these issues. Is there a video that covers proper survey file setup/formatting?

  

Thanks

Mike

Parents
  • Hey Mike, Are you working with the default Bentley workspace or a DOT workspace?  I'm not involved in survey workflow on a regular basis, however I try to understand as much as I can to offer support for our team during this new nationwide effort to roll out Connect Edition.   With that said, here are two DOT resources I have bookmarked that may prove helpful in understanding what's going wrong in your case.  Feel free to reach out to those groups on the communities via their group pages. Your question and feedback will help them as well!  I will try to link them below. OHDOT Survey process  https://www.youtube.com/watch?v=u1M_e08zxKo&list=PLdyShNRgZlb7_1DShGfj1sIojTMfDJIJa  and FDOT survey orientation https://www.youtube.com/watch?v=CawUHgF4LfM   Links to their Community pages: https://communities.bentley.com/communities/user_communities/ohio_dot__consultants/ and https://communities.bentley.com/communities/user_communities/fdot_cadd_support/

    ORD 2021 R1 (10.10), 2022 R1 (10.11.00.115), 2022 R3 (10.12.02.04) | MS 10.16

     Bentley Accredited Road Designer Bentley Accredited Road Modeler

     

      colliersengineering.com 

  • Hi Shawn,

    Thanks for the response.   We are using the default Survey translators (as supplied with v10.8.0.88 of ORD), for all of our current internally developed workspaces/worksets, as well as the default Bentley Workspace/Workset.

    I have reviewed several on-line videos on ORD CONNECT survey processing (including the ones you provided), however, most show how to import data to field book, but do not show you the Survey Settings or what the actual data file they are importing looks like.   Sevaral also use a PNEZD formatted .txt for importing data, but this format removes the Survey Observation data.  Considering the robustness of ORD CONNECT, PNEZD seems like a less ideal solution for data import.   We have had some luck bringing in .rw5 files,when you  just have {shot code} {Linking code} but there are issues when you have {shot code} {linking code} {field notes} and/or {shot code} {shot code} {linking code} {field notes}  type data.  I'd be fairly happy just finding a clean way to address this situation, as I could make due with any other smaller issues with the .rw5 format.   

    Both .xml files as well as .fbk files contain the point code linking data when exported from the Data Collector, but that data does not get recognized by ORD when importing. (see original post for issues with these formats)

    Has anyone developed a .TIW that works better than the "out of the box" translation for .xml, .fbk, and/or .rw5?  We are attempting to find one (or two) Data Collector output formats that can be properly processed/translated into either ORD or C3D with minimal effort.  Currently our Civil 3D folks have had better luck importing Survey data cleanly with these formats than we have with ORD.  I'd like to change that.  Slight smile

    I am open to any/all suggestions on how to best address this. 

    Thanks

    Mike

  • There are a multitude of settings that can effect how codes are interpreted. Our users are used to using a coding approach based upon InRoads Survey, which was Linking Code [space] shot code [space].

    We started evaluating Open Roads Survey while it was still part of InRoads SELECTseries 4, so many settings needed refinements, some of which they addressed via configuration variables.

    With ORD, all of these are now in the Survey Settings. These are what we used to get that to work. There are posts discussing many of these. Unfortunately, the Help documents do not cover many of these with any meaningful detail, if at all.

    When it comes to attributes, we use the attribute capability of the data collectors. This does require extra setup and sometimes, extra effort before they are read properly. We use only point attributes even if the data is related to the figure the point is part of. We also use a type of generic point type which results in a code assigned to the attribute different than the point it is actually assigned to. This means we have to use this variable - CIVIL_SURVEY_IGNORE_TDS_FC_RECORD  so that the points do not get reassigned to the code associated with the FC record.

    I believe you can still use the "DOT" code for attributes. It was part of InRoads TIW settings. After a shot was recorded, you could add a note and if you made the first character of the not a period/decimal point/dot, that was the signal to the TIW that this was an attribute record. After the dot, you could enter an attribute name followed by a space and then the attribute value. Originally, this method only worked with single word values, so we modified our TIW so that it used a comma between the attribute name and its value, so the value would contain spaces (but not commas). Eventually, they reworked the code so anything following the initial space was read as the attribute value.

    They really need a more robust Help document and some in depth videos on Survey Standards


    Charles (Chuck) Rheault
    CADD Manager

    MDOT State Highway Administration
    Maryland DOT - State Highway Administration User Communities Page

    • MicroStation user since IGDS, InRoads user since TDP.
    • AutoCAD, Land Desktop and Civil 3D, off and on since 1996
Reply
  • There are a multitude of settings that can effect how codes are interpreted. Our users are used to using a coding approach based upon InRoads Survey, which was Linking Code [space] shot code [space].

    We started evaluating Open Roads Survey while it was still part of InRoads SELECTseries 4, so many settings needed refinements, some of which they addressed via configuration variables.

    With ORD, all of these are now in the Survey Settings. These are what we used to get that to work. There are posts discussing many of these. Unfortunately, the Help documents do not cover many of these with any meaningful detail, if at all.

    When it comes to attributes, we use the attribute capability of the data collectors. This does require extra setup and sometimes, extra effort before they are read properly. We use only point attributes even if the data is related to the figure the point is part of. We also use a type of generic point type which results in a code assigned to the attribute different than the point it is actually assigned to. This means we have to use this variable - CIVIL_SURVEY_IGNORE_TDS_FC_RECORD  so that the points do not get reassigned to the code associated with the FC record.

    I believe you can still use the "DOT" code for attributes. It was part of InRoads TIW settings. After a shot was recorded, you could add a note and if you made the first character of the not a period/decimal point/dot, that was the signal to the TIW that this was an attribute record. After the dot, you could enter an attribute name followed by a space and then the attribute value. Originally, this method only worked with single word values, so we modified our TIW so that it used a comma between the attribute name and its value, so the value would contain spaces (but not commas). Eventually, they reworked the code so anything following the initial space was read as the attribute value.

    They really need a more robust Help document and some in depth videos on Survey Standards


    Charles (Chuck) Rheault
    CADD Manager

    MDOT State Highway Administration
    Maryland DOT - State Highway Administration User Communities Page

    • MicroStation user since IGDS, InRoads user since TDP.
    • AutoCAD, Land Desktop and Civil 3D, off and on since 1996
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