Difference between revisions of "237.14 Electronic Design Data Delivery (BIM Deliverables)"

From Engineering_Policy_Guide
Jump to navigation Jump to search
(Per Design, guidance provided to accommodate advanced technology such as automated machine guidance for earthwork & paving and for intelligent compaction.)
m (→‎237.14.2.5 Civil Geometry File (alignments and profiles): updated link to video per email from Bill P.)
 
(41 intermediate revisions by 4 users not shown)
Line 1: Line 1:
 
[[image:237.14.jpg|right|180px|thumb|<center>'''Operator using GPS grading'''</center>]]
 
[[image:237.14.jpg|right|180px|thumb|<center>'''Operator using GPS grading'''</center>]]
MoDOT uses [http://caddnet/index.php?title=Category:MicroStation MicroStation] for highway and bridge design and drafting. Highway design surveys and road design computations are achieved by using [http://caddnet/index.php?title=GEOPAK_Road Bentley GEOPAK] software. All department drawings are available to the consultant in a Microstation DGN format only. GEOPAK deliverable requirements pertain to road design, preliminary design, and survey projects only. Bridge design projects do not require GEOPAK deliverables.
+
MoDOT requires the use of Bentley Open Roads Designer (ORD) software for highway and bridge design. OpenRoads Designer is based on a 3D workflow.  Throughout the entire project design, MoDOT Design staff and design consultants shall produce Electronic Design Data using Bentley’s Open Roads Designer as defined in this article.  Any conversion process from another CADD package to Open Roads Designer Electronic Design Data is not acceptable.  Please refer to [[#237.14.5 Glossary of Terms|EPG 237.14.5 Glossary of Terms]] for the MoDOT definition of ''italicized terms'' as they apply to this document and the delivery of Electronic Design Data for MoDOT projects. Electronic Design Data requirements pertain to road design, bridge design and survey projects. These electronic deliverables are now referred to as Electronic Design Data (EDD).  A subset of this information is then posted on the MoDOT [http://www.modot.org/business/contractor_resources/bid_opening_info/OpenLetting.shtml ''Online Plan Room''] for use by potential bidders. Contractors and utility companies that do not have Open Roads Designer (ORD) software can utilize the [https://www.bentley.com/en/products/product-line/modeling-and-visualization-software/bentley-view Bentley View Connect Edition] to review native .dgn files included in the Electronic Design Data.
  
==237.14.1 Specifications of Electronic Design of Contract Plans for Automated Machine Guidance (AMG)==
+
==237.14.1 MoDOT and Consultant Electronic Design Data Requirements==
 +
 +
Consultants are required to deliver Electronic Design Data following the same requirements as MoDOT internally designed projects.  Required consultant and MoDOT Electronic Design Data include all files used to generate the design.  Files include but are not limited to:
  
Delivery of electronic design data for the purpose of AMG is required for all MoDOT projects containing cross-sections regardless of size of project or amount of earthwork.  The design electronic data used in the development of the contract plans must be submitted along with all other project documents to [http://wwwi/design/default.htm Design] via the [http://caddnet/index.php?title=Category:ProjectWise ProjectWise] document management system.  
+
:Project Information
 +
:* Project Data Summary Report (.xlsx)
  
The following data must be submitted: Contents file, Geopak coordinate geometry database (a.k.a. GPK file), Microstation design master plan drawing, master profile drawing and cross-sectionssurvey control file, 3-D existing ground model, superelevation transitions, 3-D digital design models for proposed finished grade and any alternate models such as the subgrade depicted in the cross-sections, soil report and contents file report.  
+
:Survey Information
 +
:* Survey report (.pdf)
 +
:* Survey Coordinate file (.csv)
 +
:* Survey file (.dgn)
 +
::- Survey Graphics (.dgn)
 +
::- Existing Ground Terrain (.dgn and .xml)
  
===237.14.1.1 Contents File Report===
+
:Surface(s)
 +
:* Proposed Terrains (.dgn and .xml)
  
This document describes all electronic information provided including, but not limited to,  coordinate systems and datums used for control survey and design, names and description of coordinate geometry, MicroStation design files, cross-section reports and superelevation transitions. The contents file report may be submitted in pdf format. The file naming convention for this file shall follow guidance in [[237.13 File Naming Convention|EPG 237.13 File Naming Convention]].  
+
:Alignment(s) & Profile(s)
{|style="padding: 0.3em; margin-left:15px; border:2px solid #a9a9a9; text-align:left; font-size: 95%; background:#ffffcc" width="300px" align="right"  
+
:* Civil geometry file (.dgn and .xml)
 +
:* Civil geometry report (.xlsx)
 +
 
 +
:Corridor file(s)
 +
:* Corridor file(s) plus reference (.dgn)
 +
:* Proposed 3D Top Surface Linear Features (.dgn)
 +
 
 +
:Plan Sheets
 +
:* Plan sheets plus references (.dgn)
 +
:* Signed Adobe Acrobat plan sheets ( .pdf)
 +
 
 +
==237.14.2 Specifications for Electronic Design Data ==
 +
Electronic Design Data is required for all MoDOT and consultant designed projects, but varies by project type. (See Table 237.14.2 for requirements).  
 +
 
 +
{| border="1" class="wikitable" style="margin: 1em auto 1em auto" style="text-align:center"
 +
|+ '''Table 237.14.2'''
 +
! style="background:#BEBEBE"| !!style="background:#BEBEBE" colspan="3"|Required Electronic Design Data<sup>1</sup>
 
|-
 
|-
|<center>'''Additional Information'''</center>
+
!style="background:#BEBEBE"|Project Includes this Type of Electronic Design Data !!style="background:#BEBEBE"|Project Data Summary Report,  Plan Sheets (.dgn) and Signed Sheets (.pdf)!!style="background:#BEBEBE"|Survey file (dgn), Survey Report, Coordinate File, Civil Geometry File and Report !!style="background:#BEBEBE"|Corridor File(s), Existing and Proposed Terrain Model Files
 
|-
 
|-
|[[:Category:125 CADD Services|125 CADD Services]]
+
|Cross Sections || Y|| Y|| Y
 
|-
 
|-
|[http://www3.modot.mo.gov/jobspec2.nsf/40d8d12ad121cf2f862567bb004c65ce/8c15863125efba478625736b004aaeee?OpenDocument JSP-05-05 “Electronic Information for Bidder’s Automation”]
+
|Plan Sheets with Civil Geometry|| Y|| Y|| n/a
 
|-
 
|-
|[http://caddnet/index.php?title=Export_a_Completed_Project_For_Construction How to Export a Job Folder for Construction from ProjectWise]
+
|Plan Sheets|| Y|| Optional|| n/a
 
|-
 
|-
|[http://library.modot.mo.gov/CADD/CADD_Videos/Geopak_Road/Roadway_Designer/CreatingAlternateSurfacebyChuckLawson.wmv Creating Subgrade Tie-in Components]  
+
|colspan="4" align="left"|'''1''' All Electronic Design Data shall follow the file naming convention outlined in [[237.13 Contract Plan File Name Convention#237.13.2 Electronic Design Data|EPG 237.13.2 Electronic Design Data]].
 
|}
 
|}
  
===237.14.1.2 [http://caddnet/index.php?title=Category:GEOPAK_Road Geopak] Coordinate Database (a.k.a. GPK File)===
+
===237.14.2.1 Project Data Summary Report===
This file contains all final alignments used in the development of the contract plans. Alignments include all chains, existing and proposed profiles, control points and any special profiles used for drainage purposes or other design features such as sidewalks, retaining walls, etc. The coordinate geometry file should not contain any preliminary alignments. All geometry contained in the GPK file shall have names representative of the designed alignments and features found in the plans. The coordinate geometry information must be provided in both formats: (1) the native Geopak (*.gpk) format and (2) the LandXML version and (3) InRoads (*alg) format if available.
+
This Excel report, prepared by the designer, gives a summary of all Electronic Design Data files submitted with the project and is an important reference for MoDOT staff and contractors that may use the Electronic Design Data.  This file contains specific project information and acts as table of contents with descriptions for all files submitted. 
 +
 
 +
The [[media:237.14.2.1_Project_Data_Summary_Report.xlsx|Project Data Summary Report]] shall be provided as a Microsoft Excel file (.xlsx).
 +
 
 +
===237.14.2.2 Survey Report ===
 +
The [[media:237.14.2.2_Survey_Report.pdf|Survey Report]] is prepared by the project’s ''Professional Land Surveyor of Record''. It is used for documenting the ''project control'' metadata and the method in which the ''topography'' and terrain information is obtained for a project.
 +
 
 +
A [[media:237.14.2.2_Survey_Report_Example.pdf|Survey Report Example]] is available.
 +
 
 +
The Survey Report shall be provided as a Adobe Acrobat file (.PDF).
 +
 
 +
===237.14.2.3 Survey Coordinate File===
 +
The comma delimited Survey Coordinate File is prepared by the project’s ''Professional Land Surveyor of Record'' and contains project '''control points'''.  Please ensure that all control points share the '''same''' ''modified state plane coordinate system projection factor'' and ''vertical datum''.  Include the projection factor and vertical datum in the survey report. 
 +
 
 +
A [[media:237.14.2.3_Survey_Coordinate_File_Example.pdf|Survey Coordinate File Example]] is available.
 +
 
 +
The Survey Geometry File shall be provided in the following format:
 +
:* Comma Separated Value file (.CSV) in the format: pt. no., n, e, z, descr.
 +
 
 +
===237.14.2.4 Survey (.dgn) file===
 +
The existing surface and mapping is prepared by the ''Professional Land Surveyor of Record'' and is the basis for roadway design.  Both the Existing Ground surface (stored as an Open Roads Designer terrain model) and the existing topography mapping is stored in the Open Roads Designer .dgn file.  The terrain model is produced from ''traditional survey'' methods, ''aerial acquisition'', ''laser scanning'' or a combination of methods using appropriate MoDOT '''surface feature definitions'''.  The project ''projection factor'' and ''vertical datum'' are documented in the Survey Report.
 +
 
 +
Survey data must be process through Bentley’s Open Roads Designer Survey Tool located in the Project Explorer > Survey tab.
 +
   
 +
The existing terrain model shall be submitted in the following formats:
 +
:* Open Roads Designer file (.dgn)
 +
:* LandXML<sup>'''1'''</sup> (.xml)
 +
::: - Access is available to the video [https://youtu.be/hnolz7ZIAvo Creating the LandXML File (Exporting Existing Ground Terrain To LandXML)].
 +
 
 +
:<sup>'''1'''</sup> '' MoDOT utilizes ''LiDAR'' to capture existing conditions; these are large files and may exceed the limit of LandXML file creation. If the file size is too large to export via LandXML 1.2, the existing ground surface must be broken into multiple sections. Please contact CADD Support for additional information.''
 +
 
 +
===237.14.2.5 Civil Geometry File (alignments and profiles)===
 +
The Civil Geometry File, prepared by the designer, contains all ''horizontal and vertical alignments'' used in the development of the design. Horizontal alignment examples include: ''baselines'', ''special ditches'', etc. Vertical alignments include: baseline profiles, special ditch profiles, retaining wall profiles, etc. The Civil Geometry File should not contain any preliminary or unused alignments. All geometry contained in this file shall follow the [[media:237.14.2.5_MoDOT_Linear_Feature_Naming_Convention.pdf|file naming convention for the designed Linear Features]] (i.e. Alignments and Profiles) found in the plans. A summary of all geometry shall be captured in the Civil Geometry Report. To access this Open Roads Designer report, first select the Open Roads Modeling Workflow > Geometry Tab > General Tools > Reports Pulldown > Horizontal Geometry Report.  Then select the Horizontal Alignment Review Report.
 +
 
 +
The Civil Geometry File shall be provided in both of the following formats:
 +
::* Open Roads Designer file (.dgn)
 +
::- LandXML (.xml)
 +
::- Access is available to the video [https://www.youtube.com/watch?v=ClDu_jg62T8&list=PLytGCrmgneuhcYekYDvJFtpHrZET1WiKp&index=20 Creating the LandXML file (Geometry to XML CC)].
 +
 
 +
===237.14.2.6 Civil Geometry Report===
 +
The [[media:237.14.2.6_Civil_Geometry_Report.xlsx|Civil Geometry Report]], prepared by the designer, can be produced by using the style sheet report “MoDOTHorizontalandVerticalAlignmentReviewReport.xsl”.  This report is available in the MoDOT Open Roads Designer ''workspace''.  The Civil Geometry Report shall include all horizontal and vertical alignments that make up the project. (For example: roadway baselines and profiles, radius returns, special ditches, etc.)
 +
 
 +
Access is available to the video, [https://youtu.be/QJw6JuVVaLs Creating the Civil Geometry Report], that shows the steps to assemble a Civil Geometry Report.
 +
 
 +
The Civil Geometry Report shall be provided in either of the following formats:
 +
:* Microsoft Excel file (.xlsx)
 +
:* Adobe Acrobat file (.PDF)
 +
 
 +
===237.14.2.7 Corridor File(s).dgn File===
 +
Corridor files, prepared by the designer, consist of items such as ''templates'', ''corridors'', edges of pavement, shoulders, curbs, gutters, sidewalks, retaining walls or any other ''feature'' used in the dynamic generation of a ''3D model''.  Multiple corridors are often required to model a ''roadway corridor''. 
 +
 
 +
Corridor(s) shall be created in adequate detail to produce the following results:
 +
 
 +
:* Produce ''cross sections'' at ''template drop'' locations.
 +
:* ''Earthwork quantities'' computed from the cross sections are satisfactory. 
 +
:* Pavement and shoulder elevations and locations are accurate. 
 +
 
 +
The Corridor File(s) shall be provided as an Open Roads Designer file (.dgn).
 +
 
 +
===237.14.2.8  Proposed Terrain Model===
 +
This terrain model, prepared by the designer, represents the entire ''proposed finished grade'' surface which includes but is not limited to ''fore slopes'', ''back slopes'', ditch bottoms, roadway surfaces, etc.  It can be created using the MoDOT ''graphical filter'': “Design - Proposed Finished Grade“.
 +
 
 +
[[image:237.14.2.8.jpg|center|650px|thumb|<center>'''Example of Proposed Terrain Model'''</center>]]
 +
 
 +
Access is available to the video [https://youtu.be/A6ybnipMwIk Creating the Design - Proposed Finished Grade Terrain Model].
 +
 
 +
The Proposed Terrain Model shall be submitted in the following formats (when applicable based on type of project):
 +
:* Open Roads Designer file (.dgn)
 +
:* ssLandXML file (.xml)
 +
:::- Access is available to the video [https://youtu.be/mdkvE1u2-Tw Creating the LandXML file].
 +
 
 +
===237.14.2.9 Proposed 3D Top Surface Linear Features===
 +
The Corridor model created by the designer contains Proposed 3D Linear Features that can be exported and used by consultants.
 +
 +
These lines are critical in maintaining the designer’s intent when transferred to grading software and GPS enabled equipment. 
 +
 
 +
Proposed 3D Lines represent the top surface lines, such as, edge of pavement, edge of shoulder, curb and gutter and any other linear feature representing the topmost linear elements of a corridor.
 +
<center>
 +
[[image:237.14.2.9.jpg|450px]]<br/>
 +
'''Example of 3D Linear Features'''
 +
</center>
 +
:* The instructional video, [https://youtu.be/o0BBPKsEzqQ Creating the Design – Proposed Corridor 3D Linear Features], is available.
 +
 
 +
The Proposed 3D Linear Features shall be submitted in the following format (when applicable based on type of project):
 +
:* Open Roads Designer file (.dgn).
 +
 
 +
===237.14.2.10 Plan Sheets plus References===
 +
These Open Roads Designer files, prepared by the designer, are used to generate ALL signed plan sheet ''Adobe Acrobat'' ''contract documents''.  Each sheet file must be provided with any associated reference files (.dgn, imagery, etc.) that are attached to produce the final signed plan sheet .pdf files.   
 +
 +
The Plan Sheets plus References shall be provided as an Open Roads Designer file (.dgn).
 +
 
 +
===237.14.2.11 Signed Adobe Acrobat Plan Sheets===
 +
These are ''Adobe Acrobat'' files, prepared by the designer and signed by the Project Manager, that represent the ''plan sheets'' created in Open Roads Designer.  The Acrobat Files can be produced by MoDOT staff in bulk using the ''ProjectWise PDF Creation Tool''.  Files created by this method are automatically placed in the appropriate ProjectWise location where they can be ''signed'' by the MoDOT Project Manager.  Signed consultant contract documents will be uploaded to the appropriate ProjectWise location by the MoDOT Project Manager after delivery.
 +
 
 +
Access is available to the video [[media:237.14.2.11_04_Make_PDF_Process_for_Contract_Plans.pdf|ProjectWise “Make PDF Request” process for Highway Design Plans and Bridge Plans]].
 +
 
 +
==237.14.3 Project Submittal ==
 +
 
 +
After design and project review is completed the Electronic Design Data must be organized and submitted to the ''Bidding and Contracts Section''.
 +
 
 +
===237.14.3.1 Preparation of Electronic Design Data===
 +
The following steps must be performed so that projects can be advertised by the Bidding and Contracts section. 
 +
 
 +
:* Ensure ''Adobe Acrobat'' ''plan sheets'' (.pdf) are complete and ''signed''. 
 +
:* Organize project files and eliminate unused Open Roads Designer data.
 +
:::- Create Survey report (.pdf)
 +
:::- Export Survey Coordinate file(.csv)
 +
:::- Civil geometry file (.dgn)
 +
::::: Export .xml file
 +
:::- Export Civil geometry report (.xlsx)
 +
:::- Corridor file(s) plus references (.dgn)
 +
:::- Existing Terrain Model (.dgn and .xml)
 +
:::- Proposed Terrain Model (.dgn and .xml)
 +
:::- Plan sheets plus references (.dgn)
 +
:* Create Project Data Summary Report (.xlsx)
 +
:*Designer performs [[media:237.14.3.1_Electronic_Design_Data_Checklist.xlsx|''Electronic Design Data Checklist'']]
 +
 
 +
===237.14.3.2 Submittal of MoDOT Designed Projects===
 +
All Electronic Design Data used in the development of the ''contract plans'' is stored in ProjectWise during all design, construction and post construction phases.  A subset of Electronic Design Data is packaged in a file called Job#_EDD_info.zip, by the designer, for posting on the electronic plans room.  The zip file is placed in the “Contract Plans” folder within ProjectWise at the time contract plans and other plan, specification and estimate (PS&E) documents are completed.  The naming convention and other guidance for the creation of the zip file are provided in [[237.9 Submission of Plans and Supporting Documents|EPG 237.9 Submission of Plans and Supporting Documents]]. The MoDOT Project Manager has the responsibility to ensure all data is accurate and represents the contract plans as signed.  Contractors are not provided all Electronic Design Data as specified below.
 +
   
 +
Files that are provided in the Job#_EDD_info.zip file:
 +
:* Project Data Summary Report
 +
:* Survey report
 +
:* Coordinate file
 +
:* Civil geometry (.dgn and .xml)
 +
:* Corridor(s) file plus references (.dgn)
 +
:* Existing Terrain Model (.dgn and .xml)
 +
:* Proposed Terrain Model (.dgn and.xml)
 +
 
 +
Files that are NOT provided in the Job#_EDD_info.zip file:
 +
:* All Open Roads Designer sheet drawings(.dgn). (i.e. plan sheet and cross section sheet drawings, etc.)
 +
:* Unnecessary document and data files not required for bidding or construction.
 +
:* Signed plan sheets and cross section sheets (.pdf).   
 +
 
 +
===237.14.3.3 Submittal of Consultant Designed Projects: ===
 +
Consultant Electronic Design Data is typically submitted to MoDOT via DVD or download.  It is then uploaded by MoDOT by the Project Manager to ProjectWise and stored in the same location and project structure as any other MoDOT project.  The delivered consultant Open Roads Designer files should be processed by MoDOT staff with the [https://library.modot.mo.gov/CADD/CADD_Programs/ProjectWise/Scan_for_Reference_Files_Wizard.pdf ''ProjectWise Ref Scan Tool''] so that all broken ''reference file'' links are repaired. The Electronic Design Data should be reviewed for completeness and manually checked for broken reference file links.  Any problems should be resolved.  Once all deliverables have been reviewed and accepted, the Project Manager then submits the Electronic Design Deliverables according to [[#237.14.3.1 Preparation of Electronic Design Data|EPG 237.14.3.1 Preparation of Electronic Design Data]] and [[#237.14.3.2 Submittal of MoDOT Designed Projects|EPG 237.14.3.2 Submittal of MoDOT Designed Projects]].
 +
 
 +
===237.14.3.4 Plans Room ===
 +
MoDOT Bidding and Contracts has developed a web site to allow contractors and plans providers to easily download the bidding documents and Electronic Design Data.  The Electronic Design Data zip file as well as the signed Adobe Acrobat plan sheets (.pdf) are accessed by Bidding and Contracts staff using ProjectWise and then will upload to the online plans room.  Other non-CADD contract documents are accessed by the Bidding and Contracts section via SharePoint and are uploaded to a different section of the plans room.
 +
 +
See also [[237.9 Submission of Plans and Supporting Documents|EPG 237.9 Submission of Plans and Supporting Documents]].
 +
 
 +
===237.14.3.5 Electronic Information for Bidder’s Automation===
 +
General Provision [http://contribute.modot.mo.gov/business/standards_and_specs/documents/BLUE_PACK_01_01_2018.pdf Electronic Information for Bidder's Automation (page 24 of this link)], of the Missouri Standard Specifications for Highway Construction, provides information for bidder automation.  If provided, the Electronic Design Data does not constitute part of the bid or contract documents.  This information, used for project design and quantity estimation purposes, is provided for the bidder’s use in automation of bid estimating, contractor furnished staking, automated machine guidance and other construction methods.
 +
 
 +
===237.14.3.6 Electronic Design Data for MoDOT Construction===
 +
Construction staff requires Electronic Design Data for constructing the project, checking quantities, and producing as-built plans.
 +
 
 +
:1. By the request of the Resident Engineer to the Project Manager, all Electronic Design Data will be made available to Construction Staff.  This request should be done at or around the Pre-Construction meeting.
 +
 
 +
:2. Project Manager instructs District Design staff to prepare files for transfer, see [[#237.14.3.1 Preparation of Electronic Design Data|EPG 237.14.3.1 Preparation of Electronic Design Data]].
 +
 
 +
:3. If ProjectWise is utilized in the Project Office: District Design staff will request the Electronic Design Data via the “PW Access Group” at [mailto:pwaccess@modot.mo.gov pwaccess@modot.mo.gov] with the following information: District, County, Job Number, and name of Project Office receiving the files.  Electronic Design Data then will be copied to the Construction folder within ProjectWise by CADD Services Staff.
 +
 
 +
:4. If Project Wise is not utilized in Project Office: District Design staff exports the completed project from ProjectWise using the proper settings to preserve reference file links. See [[media:237.14.3.6_Export_a_Completed_Project_for_Construction.pdf|How to Export a Completed Project in ProjectWise to Construction]].  District Design staff will then request their District Information Systems staff to move (not copy) the exported EDD files to the Project Office’s server on the ustation share (t:\drive).
 +
 
 +
:5. SharePoint SHOULD NOT be used in any way for the transfer of Open Roads Designer data.  Open Roads Designer does not function when accessing files via SharePoint because it is unable to resolve any reference file links.
 +
 
 +
The Project Office may also obtain the files that are provided to the contractor via [http://eprojects/SitePages/Home.aspx eProjects].
 +
 
 +
:Note: To search for documents within eProjects, enter the Job Number minus the "J" in the search box in the upper right-hand corner and hit "enter".
 +
 
 +
==237.14.4 Specifications of Electronic Design Data for Consultants and MoDOT==
 +
MoDOT drawing standards are provided to consultants to create a [http://www.modot.org/business/standards_and_specs/MicroStationV8.htm Open Roads Designer ''workspace''] that exactly matches the workspace used internally by MoDOT staff.  These standards, when used in conjunction with Open Roads Designer help ensure that drawings provided meet MoDOT requirements.
 +
 
 +
===237.14.4.1 General CADD Requirements ===
 +
 
 +
'''1.''' The consultant shall furnish to MoDOT all of the contract plan drawings, for an entire project as Open Roads Designer drawings (DGN format). The consultant is responsible for verifying with MoDOT Design CADD Services for the current software version.  All associated files that are attached to the drawing such as cell libraries, line definitions, dgnlib and reference files must be included if not automatically embedded in the file. The use of Microsoft Excel spreadsheet program can be used to create quantity summary sheets, however, any type of linking between the files to the contract plans is not permitted.
 +
 +
'''2.''' All design elements of the project shall be designed and delivered to the department in [http://www.modot.org/business/standards_and_specs/MicroStationV8.htm Open Roads Designer format] using the current MoDOT workspace.
 +
 
 +
'''3.''' Each drawing file that is part of the final contract set shall be a full size plan sheet of 22 in. x 34 in. (560 mm x 865 mm) nominal size. All images shall be within a border of 20.375 in. x 31.25 in. (520 mm x 800 mm). The border shall be centered on the plotted page to ensure no part of the drawing is cut off during reproduction. Other than cross-section sheets, there shall be one Open Roads Designer drawing file that corresponds to each sheet of the plan set as submitted. The consultant may provide all cross-section sheets in a single Open Roads Designer file but must reference MoDOT’s border to each individual sheet.
 +
 
 +
'''4.''' The plan drawings shall be to a represented scale. The geometry shall be within a 2D file and consist of vector lines. Drawings shall be created in real world modified state plane coordinates at a 1 to 1 scale where applicable and plotted to the represented scale.
 +
 
 +
'''5.''' All drawings shall be self-contained or furnished with the supporting library of symbols and details to make the drawings complete in the format provided. MoDOT plots all drawings in a WYSIWYG (What You See Is What You Get) format based upon a MoDOT specific border file attached as a reference file. The department will furnish the appropriate color table through its [http://www.modot.mo.gov/business/standards_and_specs/geopakstandards.htm Open Roads Designer Drawing Standards internet site]. All line style, cells and symbology are applied to the Open Roads Designer drawing and not modified at plot time. Drawings that require specific commercial plotting software to create plots that match delivered contract documents will not be accepted. All drawings must be fully reproducible in black and white. Screening, shading and use of grayscale on plans will not be accepted for final plans delivery.
 +
 
 +
'''6.''' MoDOT will verify the computer drawings using Open Roads Designer.  The PDF contract plans will be checked against an Open Roads Designer drawing (DGN format), or vice versa, furnished by the consultant.
 +
 
 +
'''7.''' Drawings shall have a color table meeting department’s standards to simplify the transfer process. MoDOT will furnish the appropriate color table through its [http://www.modot.mo.gov/business/standards_and_specs/geopakstandards.htm Open Roads Designer Drawing Standards internet site].
 +
 
 +
'''8.''' All drawings shall conform to department drawing standards as established in the [http://www.modot.org/business/standards_and_specs/MicroStationV8.htm MoDOT workspace]. All drawings shall follow the department’s standards for names and colors and line weights as defined in the workspace.
 +
 
 +
'''9.''' Drawings shall be saved with the project number as the name of the parent folder and following the naming convention in [[237.13 Contract Plan File Name Convention|EPG 237.13 Contract Plan File Name Convention]].  Subfolders can be used to improve organization. 
 +
 
 +
'''10.''' Drawing files shall be submitted when all work covered by the contract is complete. Road project files shall be delivered to the MoDOT Project Manager. Bridge project files shall be delivered to the Structural Liaison Engineer responsible for the project.
 +
 
 +
'''11.''' Seed files and cell libraries are provided in the MoDOT workspace.  [http://www.modot.mo.gov/business/standards_and_specs/currentstandardplans.htm The Missouri Standard Plans for Highway Construction] are available in Open Roads Designer and Adobe Acrobat (.pdf) format on the department's web site.
 +
 
 +
===237.14.4.2 Open Roads Designer Requirements===
 +
 
 +
'''1.''' All elements representing existing topography features shall be processed using the settings defined by the current MoDOT Survey DGNLIB File (MoDOT_Survey_Settings_Features_Elem Temp.dgnlib) which is provided in MoDOT’s workspace.
 +
 
 +
'''2.''' All survey information supplied by the consultant shall be in compliance with [[238.1 Aerial Mapping and LiDAR Surveys|EPG 238.1 Aerial Mapping and LiDAR Surveys]]. The feature codes used in the survey and photogrammetry information shall conform to the MoDOT standard feature codes as specified in the current MoDOT Survey DGNLIB File (MoDOT_Survey_Settings_Features_Elem Temp.dgnlib).
 +
 
 +
'''3.''' The consultant shall utilize the MoDOT Open Roads Designer feature definitions as provided in the [http://www.modot.org/business/standards_and_specs/MicroStationV8.htm MoDOT workspace]. 
 +
 
 +
'''4.''' MoDOT provides a ''superelevation'' preference (SEP) file for the calculation of superelevation based on 2011 AASHTO standards. 
 +
 
 +
'''5.''' Proposed ''cross sections'' shall be created from a corridor model.  Cross section modifications should be avoided because edited cross sections would no longer match the corridor model.
 +
 
 +
'''6.''' MoDOT will provide a standard ''template library'', ''civil cell'' library, and feature definition library.  These files are available in the [http://www.modot.org/business/standards_and_specs/MicroStationV8.htm MoDOT workspace].
 +
 
 +
'''7.''' The consultant is required to use MoDOT Open Roads Designer standard libraries provided in the workspace.
 +
 
 +
'''8.''' The consultant shall submit ALL files used in the preparation of the roadway design.
 +
 
 +
'''9.''' Cross sections shall be provided in Open Roads Designer drawing file(s) that contain no other design data. The cross sections shall exactly match the Adobe Acrobat cross section sheet files (.pdf).
 +
 
 +
'''10.''' Cross sections sheets(.pdf) shall be submitted for but not limited to earthwork sections, entrance sections and superelevation transition sections. The superelevation transition sections included shall be at the following locations as described in [https://www.modot.org/media/16812 Standard Plan 203.20] and [https://www.modot.org/media/16818 Standard Plan 203.21]: Section A-A (normal crown), Section B-B (0% superelevation), Section C-C (reverse crown) and Section D-D (full superelevation).
 +
 
 +
==237.14.5 Glossary of Terms==
 +
 
 +
'''2D Point Feature.''' Open Roads Designer 2D Point Features are defined and stored in plan model. Contains no elevation (Z).
 +
 
 +
'''3D Geometry.''' Open Roads Designer 3D geometry is created in 3D model by mathematically combining the horizontal and vertical geometry to create 3D elements. These 3D geometry elements in turn define a design model.
 +
 
 +
'''3D Model.''' Created from linear features, corridor(s) and terrain models and resides in an Open Roads Designer dgn file. It is created and managed automatically.
  
===237.14.1.3 MicroStation Design Files (a.k.a. DGN files)===
+
'''3D Point Feature.''' 3D points can be defined in plan model or 3D model. They are stored in 3D model but represented in both plan and 3D (Open Roads Designer).
These MicroStation files contain 2D proposed plan view or cross-section geometry. Plan view geometry includes items such as edges of pavement, shoulders, curbs, gutters, sidewalks, retaining walls or any other feature used in the generation of a 3-dimensional model. Cross-section geometry refers to the master proposed cross-section files (not the cross-section sheets) for all alignments found in the GPK file if applicable. Proposed cross-section files shall include the Geopak cross-section cells, all existing ground lines including subsoil conditions, proposed templates including all pavement, shoulders, curbs, gutters, sidewalks and all other side slope conditions.
 
  
===237.14.1.4 Existing Ground Model===
+
'''Active Profile.''' The Civil Horizontal Element can have multiple profiles, the active profile is the one used for design and the creation of Corridors. The active profile is combined with the horizontal geometry to build a 3D element which is used in the 3D model.
This 3-dimensional model represents the existing ground conditions as provided by [http://wwwi/design/Photo.htm Central Office surveys staff], district survey party or a combination of both. The file is submitted both in the native Geopak TIN and LandXML format. Because control survey is required for any AMG construction method, the district must specify the coordinate system, datum and any project projection factors used to acquire the existing conditions. Coordinate systems, datums and projection factors can be obtained from the originator of the data and shall be documented in the contents file report.  
 
  
===237.14.1.5 Superelevation Transitions===
+
'''Active Terrain Model.''' One Open Roads Designer terrain model can be designated as “Active”. The active terrain model is the one used to display “existing ground”; in other words the one which displays automatically in a profile model when it is opened. The active terrain model is also the one which is targeted by side slopes unless the template defines a different target by name.
Files containing all transition points showing stationing, cross-slopes, superelevation rates, runoff lengths and runout tangent lengths must be submitted. The superelevation transitions are submitted in ASCII text format as generated using the Geopak superelevation tools. In addition, the district may include the MicroStation pattern-shape file generated using the Geopak superelevation tools.
 
  
===237.14.1.6 3-D Digital Design Models===
+
'''Adobe Acrobat.''' The software used to create and view the portable document file (PDF) format. It can be read by any computer by using Acrobat Reader software without needing the program with which the document was originally created. Acrobat .pdf files can be viewed using Acrobat Professional, Acrobat Reader and BlueBeam Review. Acrobat .pdf files can be signed using Acrobat Professional or Acrobat Reader DC.
{|style="padding: 0.3em; margin-right:7px; border:2px solid #a9a9a9; text-align:center; font-size: 95%; background:#ffcc99" width="210px" align="left"  
+
 
|-
+
'''Aerial Photography.''' Photographs of the ground from an aircraft in the direct-down position (see ''Nadir'') or sometimes at an oblique angle. See ''Photogrammetry''.
|<center>'''[http://library.modot.mo.gov/CADD/CADD_Videos/Geopak_Road/Roadway_Designer/CreatingSubgradeExtensionforAMGbyChuckLawson.wmv How to create alternate surfaces]'''</center>
+
 
|}
+
'''Apply Surface Template.''' To apply an Open Roads Designer corridor template to a terrain model for the purpose of creating components (such as pavement layers) under the terrain model.
 +
 
 +
'''Arc Definition.''' Curve definition method generally used in roadway applications. The radius R is used to define the curve and is defined by the equation R = 5729.58/D where the degree of curvature D is the central angle subtended by a 100 ft. arc. Set in the Design File Settings > Civil Formatting under Radius Settings. See also ''Chord Definition''.
 +
 
 +
'''Back Slope.''' The slope up from the bottom of a ditch away from the roadway. Expressed as run:rise.
 +
 
 +
'''Base Geometry.''' In many instances the Open Roads Designer geometry element will be trimmed. The original (or base), untrimmed element is always preserved as it is the storage for the rule.
 +
 
 +
'''Baseline.''' A baseline is an alignment that is established for the design of road. A baseline is assigned stationing and contains no vertical information. The existing baseline shall be established by the PLS of record. Proposed baselines are usually established by the design engineer of record.
 +
 
 +
'''Bentley.''' The company that produces MoDOT's roadway design software. Products include: Open Roads Designer, ProjectWise and ConceptStation.
 +
 
 +
'''Berm.''' A raised earth barrier separating two areas
 +
 
 +
'''Bidding and Contracts Section.''' The MoDOT Bidding and Contract Services unit is responsible for letting MoDOT's highway construction and maintenance projects. This includes reviewing and advertising the projects, estimating, processing the letting, analyzing the bid results and providing a recommendation to management for award or reject of projects.
 +
 
 +
'''Border.''' In MoDOT highway plans, the border is a reference file that is included in every sheet drawing. The border is what makes an Open Roads Designer drawing a sheet drawing. The aspect of the border (width to height ratio) will match the desired paper size which is typically 24" x 36". The size of the border determines the scale of the sheet. For example a 36 in. wide border at 100 scale will measure 3,600 ft. wide. The contents of the sheet is generally referenced in to the sheet drawing. The border is placed in the sheet drawing at the proper location, rotation and size. The reference files are then clipped so that they don't extend outside the border. The border file also contains the title block information.
 +
 
 +
'''Boundary.''' Used to constrain the external boundary of the Open Roads Designer terrain model. No triangles are created outside the boundary. In addition, any point data outside the boundary is ignored.
 +
 
 +
'''Break Line.''' An Open Roads Designer surface feature that represents a defined slope change (eg. EOP, EOS, Ditch bottom, slope breaks). No triangle side (in the triangulated surface) can cross over a break line.
 +
 
 +
'''Break Void.''' A closed area of missing or obscured data. No triangulation inside the void.
 +
 
 +
'''Bridge Survey.''' Bridge surveys are prepared and submitted to the Bridge Division by the district to provide the basis for preliminary bridge layouts and ultimately for the preparation of bridge plans by the Bridge Division. Information required includes: Plan sheet, Typical Section, Profile Sheet, Valley/Channel Sections, Cross Sections and aerial imagery.
 +
 
 +
'''Cardinal Points.''' One of the points used to define the geometry of an alignment. Cardinal points include PC, PT, PI, and CC points for horizontal geometry and VPC, VPI and VPT for vertical geometry.
 +
 
 +
'''Chord Definition.''' Curve definition method generally used in railway applications and in highway design before the mid 1900s. The radius R is used to define the curve, and is defined by the equation R = 50/SIN(0.5*D) where the degree of curvature D is the central angle subtended by a 100 ft. chord. See also ''Arc Definition''.
 +
 
 +
'''Civil Cell.''' Open Roads Designer predefined cell that can contain civil geometry, terrain models, corridors, linear template and features. (eg. Intersections, entrances, box culvert, median openings)
 +
 
 +
'''Civil Geometry File.''' This Open Roads Designer .dgn file contains all final horizontal and vertical alignments used in the development of the contract plans in .dgn or .xml format.
 +
 
 +
'''Civil Geometry Report.''' This report will include all horizontal and vertical alignments that make up the project.
 +
 
 +
'''Civil Template.''' See ''Template''.
 +
 
 +
'''Clipping Reference.''' Clipping allows you to remove areas of overlap when working with multiple Open Roads Designer corridors in a single surface. For example, in a corridor intersected by a crossing roadway, clipping would be used to remove all overlapped features within the intersection.
 +
 
 +
'''Complex Terrain Model.''' An Open Roads Designer terrain model created by merging or appending two or more terrain models.
 +
 
 +
'''Context Toolbox.''' When an Open Roads Designer element is selected, hovering over the element provides a heads-up and context sensitive toolbar which pops up at the cursor. This toolbar provides a few of the most commonly used tools which operate on the element selected element type. The first tool in this toolbar is always Quick Properties.
 +
 
 +
'''Contour.''' A linear symbol representing points of equal elevation relative to a given datum.
 +
 
 +
'''Contour, Major.''' The primary elevation line indicating a specific elevation in a surface model. Usually major contours are drawn with a heavier line weight or using a different color. Elevation text labels are usually drawn in association with major contours.
 +
 
 +
'''Contour, Minor.''' A secondary elevation line indicating a specific elevation in a surface model. Minor contours are often drawn without special color or weight indexing and without elevation text labels.
 +
 
 +
'''Contract Documents.''' Includes signed sheet drawings and specifications.
 +
 
 +
'''Control Points.''' See ''Project Control''.
 +
 
 +
'''Coordinate File.''' A text file containing, at a minimum, x(E),y(N) or north(N), east(E) coordinate pairs and usually contains elevation values (z). These coordinates represent locations (points) on a plane. The file should be comma delimited but can be tab or space delimited and can contain additional columns of information such as point ID, description or code. It is important to document the units, projection and vertical datum of the coordinate data.
 +
 
 +
'''Corridor or Corridor Model.''' An object in Open Roads Designer that is used for modeling a roadway and is automatically managed by the corridor modeling tools. (See ''Roadway Corridor''.)
 +
 
 +
'''Cross Section Sheets.''' The cross section sheets are byproduct of cross sections. Acrobat .pdf cross section sheet files are printed from the Open Roads Designer cross sections for the purpose of creating contract plans documents that can be signed.
 +
 
 +
'''Cross Sections.''' Open Roads Designer Cross sections that are generated from the 3D Model and written into a .dgn file. Sections are not dynamic and must be re-generated after any design change. Cross sections can be placed in the .dgn by Open Roads Designer in a way that they are arranged properly and stacked within sheet borders.
 +
 
 +
'''Curve Stroking.''' Stroking is the process of automatically adding shots to the Open Roads Designer terrain model or corridor by interpolating new shots from the curved sections of the data. This distance is used to interpolate new shots along the curved element in corridor processing and applying linear templates. This value is used as a perpendicular minimum distance from chords generated along the arc. Chords are drawn along the arc and the perpendicular distance is measured from the middle of each chord to the arc. If this distance is larger than the Curve Stroking, the process is repeated with a shorter chord length. This process is repeated until the end of the curve is reached. The flatter the curve, the fewer number of points will be calculated. The steeper the curve, the greater number of points that will be calculated.
 +
 
 +
'''Datum.''' See ''Horizontal Datum'' and ''Vertical Datum''.
 +
 
 +
'''DDB File.''' Open Roads Designer file (Design Database) which contains features definitions, associated symbiology and annotation settings.
 +
 
 +
'''Delta Terrain Model.''' A surface containing data derived from the difference in elevation between two terrain models or a terrain model and a plane.
 +
 
 +
'''Downstream.''' The indicated path follows the steepest descent from a user-defined point through the terrain model terminating at a low point or the edge of the terrain model.
 +
 
 +
'''Drape.''' The process of vertically projecting elements onto a surface so that the element elevations are defined by the surface.
 +
 
 +
'''Drape Void.''' A closed area of missing or obscured data where the void coordinates are not included in the triangulation. Voids are inserted post triangulation. The void coordinates and lines are draped on the TIN surface. Even though a user must provide an elevation for the Drape Void vertices, the user elevations are changed to the elevation of the TIN surface at the XY Drape Void coordinate position.
 +
 
 +
'''Drone.''' An unmanned aircraft or ship guided by remote control or onboard computers. See ''UAS''.
 +
 
 +
'''Dynamic Cross Sections.''' Temporary Open Roads Designer cross sections cut on the fly from the 3D Model using the corridor creation tools. They cannot be edited or printed.
 +
 
 +
'''Earthwork or Earthwork Quantities.''' Average end area excavation and fill design quantities generated from the cross sections. Construction earthwork quantities can be calculated by average end area or by the surface to surface method.
 +
 
 +
'''Electronic Design Data (EDD).''' MoDOT Highway Designers and consultants are required to provide specific file deliverables for the purpose of advertising, bidding and constructing roadway projects. This data is called Electronic Design Data (EDD).
 +
 
 +
'''Electronic Design Data Checklist.''' A checklist that is performed to verify the complete delivery of EDD for internal and Design Consultant project.
 +
 
 +
'''Element Template.''' MicroStation concept which allows preconfigured definitions for symbiology and other miscellaneous display of MicroStation elements and civil features.
 +
 
 +
'''End Condition.''' A specialized component of a corridor template which provides information tie into active surface.
 +
 
 +
'''End Condition Exception.''' Used to modify the behavior of an end condition solution without requiring the use of additional template drops. When an end condition exception is added, it must be edited to change its behavior.
 +
 
 +
'''Existing Terrain Model.''' The existing terrain model is a single layer surface inside an Open Roads Designer .dgn computer file that represents the actual 3D ground features.
 +
 
 +
'''Feature.''' A Feature is anything that can be seen or located and is a physical part of your Open Roads Designer design, representing a real world thing. A feature’s definition is one of its properties. At any given time in the design process, the feature will have a Horizontal Geometry, a Vertical Geometry, 3D Geometry or a combination to define its location. examples: curb, pavement, spot dirt, manhole, wall, agg base, R/W marker, ditch, fill slope, etc.
 +
 
 +
'''Feature Definition.''' The feature definition typically is a property applied to Open Roads Designer plan view civil geometry. (eg. special ditch, eop, eos) The feature definition is automatically inherited by its associated profile and the derived 3D geometry. Feature definitions are used by corridors for horizontal feature control. (eg. new pavement will seek "eop new"). Also see ''Surface Feature Definition''.
 +
 
 +
'''Feature Name.''' The name given to an Open Roads Designer Feature. See ''Feature''.
 +
 
 +
'''Fore Slope.''' The slope typically from the edge of the shoulder to the bottom of the ditch or to the bottom of the roadway fill. Expressed as run: rise.
 +
 
 +
'''Gap.''' When a feature is trimmed the part(s) which are invisible on the base geometry.
 +
 
 +
'''GEOPAK.''' See ''Open Roads Designer''
 +
 
 +
'''GPK.''' A legacy Open Roads Designer database containing coordinate geometry information. The Open Roads Designer database file extension is: “gpk”.
 +
 
 +
'''Graphical Filter.''' Used in developing Open Roads Designer terrain models from Open Roads Designer corridors.
 +
 
 +
'''Grid Coordinate.''' A coordinate typically in the State Plane Coordinate System for highway design. Can be in UTM or other system. A grid coordinate not a ground coordinate.
 +
 
 +
'''Ground Coordinate.''' A coordinate x,y value in a ground projection (i.e. modified state plane). It is derived by taking a grid coordinate and multiplying it by a scale factor. This scaling process does not effect the elevation. Highway design, staking and construction are performed using ground coordinates.
 +
 
 +
'''Horizontal Alignment.''' A 2D linear feature in Open Roads Designer with a special purpose of defining the centerline or the baseline of a roadway. (aka chain).
 +
 
 +
'''Horizontal Datum.''' Horizontal datums are used for describing a point on the Earth's surface, in latitude and longitude or a Cartesian coordinate system. The North American Datum 1983 (NAD83) is the most important for highway design and surveying. See ''Vertical Datum''.
 +
 
 +
'''Horizontal Geometry.''' The Open Roads Designer elements which define the horizontal layout of the design. These elements are 2D elements even if the DGN model is 3D. Horizontal Geometry may be points, lines, arcs, spirals, splines or any combination in a complex element.
 +
 
 +
'''Island.''' A closed area of land, inside an Open Roads Designer terrain model void. i.e., island in the middle of a lake or land inside an obscured area.
 +
 
 +
'''Key Station.''' Additional station added to the Open Roads Designer corridor to force processing at the particular location.
 +
 
 +
'''LandXML.''' A non-proprietary file format for the sharing of civil data between applications. The LandXML file extension is: “.xml”.
 +
 
 +
'''Laser Scanner.''' A LiDAR acquisition device, typically mounted on a tripod, used to collect point cloud information for the purpose of creating an existing terrain model. See ''LiDAR''.
 +
 
 +
'''LIDAR.''' LiDAR (Light Detection And Ranging) is an laser scanning technology which scans ground and other physical features to produce a 3D model.
 +
 
 +
'''Linear Feature.''' An Open Roads Designer plan element composed of lines, arcs, spirals and splines or a profile element composed of lines, parabola and splines.
 +
 
 +
'''Linear Stroking.''' Stroking is the process of automatically adding shots to the terrain model or corridor by interpolating new shots from the linear sections of the data. Linear stroking is measured along the element. Interpolated vertices are added whenever the distance between the vertices is greater than the linear stroking value (in master units).
 +
 
 +
'''Linear Template.''' To apply an Open Roads Designer template to a 3D linear feature as part of creating a proposed surface. (eg. End conditions, pavement widening, guard rail, bridge fill face)
 +
 
 +
'''Mapping.''' A collection of natural and manmade conditions that are surveyed and represented as Open Roads Designer Survey features in the Bentley .dgn format.
 +
 
 +
'''MicroStation.''' See ''Open Roads Designer''.
 +
 
 +
'''Mobile LiDAR.''' A vehicle mounted LiDAR acquisition device used to collect point cloud information while moving for the purpose of creating an existing terrain model. See ''LiDAR''.
 +
 
 +
'''Modified State Plane Coordinate System.''' A ground coordinate system that is derived for a specific project or area by multiplying State Plane Coordinates (n & e but not elev.) by a project projection factor. Design work and construction is performed using a modified state plane coordinate system. See ''State Plane Coordinate System'' and ''Ground Coordinates''.
 +
 
 +
'''Nadir.''' The point on the ground that is vertically downward from an airborne observer.
 +
 
 +
'''Online Plans Room.''' MoDOT's [http://www.modot.org/business/contractor_resources/bid_opening_info/OpenLetting.shtml Online Plan Room] provides access to contract documents for projects currently in the process of receiving competitive bids.
 +
 
 +
'''Open Roads Designer (ORD).''' Open Roads Designer is a suite of software that includes CADD drafting and Civil Engineering Design tools, and is the required software for use on MoDOT work.
 +
 
 +
'''Open Roads Designer Corridor.''' See ''Corridor''.
 +
 
 +
'''Parametric Constraints.''' Used to set up Open Roads Designer corridor constraint value overrides for specified station ranges. (eg. Pavement width transition, end condition slopes)
 +
 
 +
'''Photogrammetry.''' Photogrammetry is the science of making measurements from overlapping photographs. Until a few years ago, photogrammetry was used extensively by MoDOT to develop the existing terrain model for projects. That technology has been replaced with LiDAR. Photogrammetry has been reborn as the predominate method of surface creation when using unmanned aerial vehicles (UAV).
  
One all-inclusive Roadway Designer 3-D design model of the project corridor(s) must be submitted as part of the design data deliverables. At a minimum, these two surfaces should be created:  (1) surface representing the proposed finished grade (PFG), (2) surface representing the top of dirt, or top of aggregate (both should daylight to the side slopes).The 3-D Digital Design Models should be submitted in the following formats: Geopak TIN and LandXML and InRoads DTM when available.
+
'''Plan Model.''' The usual Open Roads Designer DGN model, used for laying out horizontal geometry. Best practices will dictate that this is a 2D DGN model but 3D DGN model can be used. This is where geometric layouts and corridor definitions are kept. The geometric layouts are not only alignments but also edges, parking, striping, sidewalks, etc.
  
===237.14.1.7 Final Engineering Design Files===
+
'''Plan Sheet (.dgn).''' An Open Roads Designer .dgn drawing file that contains a border. Used to produce a .pdf plan sheet contact document. See ''Border''.
  
In addition to the 3-D design models, the following final engineering files must be submitted: Bentley’s Corridor Modeler Preference (*.rdp), Bentley’s Roadway Designer Design File (*.ird), and any Bentley’s Roadway Designer Template Library files developed to complete the project (*.itl).
+
'''Plan Sheet (.pdf).''' An Adobe Acrobat .pdf file that represents a plan sheet and is a contract document. In other words it contains a border and title block. .pdf files can be electronically signed.
  
===237.14.1.8 Preliminary Geotechnical Report===
+
'''Point Cloud.''' A set of vertices in a 3D coordinate system and are defined the by X, Y and Z coordinates. Point clouds are usually created by Laser scanners, Aerial LiDAR or Mobile LiDAR. These devices measure a large number of points on the surface of an object and output a point cloud as a data file. The point cloud represents the visible surface of the object that has been scanned or digitized.
  
This is the report provided by the district geologist and it is used for creating the subsurface 3-dimensional model. This file should be in a .pdf format. Subsurface information is included in all contracts with cross-sections (see [http://www.modot.mo.gov/business/standards_and_specs/Sec0102.pdf Sec 102.5.1]). For additional information see [[320.2 Release of Subsurface Information|Release of Subsurface Information]].
+
'''Point Control.''' Used to modify the behavior of points in a template. These controls take precedence (they override) over existing constraints on the point.
  
===237.14.1.9 [http://www.modot.mo.gov/business/standards_and_specs/jobspecialprovisions.htm Job Special Provisions]===
+
'''Point Features.''' Defined by a single X, Y (Z optional) location. A point need not be a feature. It may be defined as a non-featurized point by way of AccuDraw, Civil AccuDraw, Snap or a data point. Non-featurized points are use to control the construction of Linear Features.
  
The Job Special Provisions are revisions to the standard specifications and general provisions for an individual project. Like the standard specifications, the JSPs contain information covering work methods, materials, measurements or basis of payment.  The JSPs take precedence over all material contained in the bidding documents.  [http://www3.modot.mo.gov/jobspec2.nsf/40d8d12ad121cf2f862567bb004c65ce/8c15863125efba478625736b004aaeee?OpenDocument JSP-05-05 “Electronic Information for Bidder’s Automation”] must be included on every project containing cross-sections.
+
'''PowerGEOPAK.''' See ''Open Roads Designer''.
  
===237.14.1.10 Method of Delivery===
+
'''Professional Land Surveyor (PLS) of Record.''' The professional land surveyor whose signature appears on survey documents or is responsible for the quality of surveying work.
  
The district must submit all electronic design data compressed into one single file using WinZip (or other compression software package) via ProjectWise at the time contract plans and other PS&E documents are submitted. The file shall be placed in the “Contract Plans” folder within ProjectWise.  The naming convention for this file shall be [job#]_Electronic_Deliverables.zip.  '''The district is responsible for all QA/QC of the files.''' Project Manager has the responsibility to ensure all data is accurate and represents the contract plans as signed and sealed.
+
'''Project Control.''' High precision locations that are located in the field with steel pins or other permanent marker. They provide the basis for lower precision surveys and staking on construction projects.
  
===237.14.1.11 File Naming Convention===
+
'''Project Data Summary Report.''' This Excel report, prepared by the designer, gives a summary of all Electronic Design Data files submitted with the project and is an important reference for MoDOT staff and contractors that may use the Electronic Design Data. This file contains specific project information and acts as table of contents with descriptions for all files submitted.
  
All naming convention shall be in accordance to MoDOT’s file naming convention as stated in [[237.13 File Naming Convention|EPG 237.13 File Naming Convention]].
+
'''Project Explorer.''' The Open Roads Designer interface for browsing elements in a DGN file. Extended by civil to accommodate specialized civil needs.
  
==237.14.2 Delivery of Electronic Design Data for Pavement==
+
'''Projection Factor.''' The project specific factor that is used to convert state plane north and east coordinates to modified state plane ground coordinates for use in design and construction. Elevations are not multiplied by the projection factor.
  
When available, pavement data shall be considered part of the Electronic Deliverables. The pavement data may include, but is not limited to, the pavement history, coring data and testing data of the existing pavement and subgrade. On a project containing cross-sections, the electronic pavement data shall be included in the same file with the electronic design data for AMG as discussed in [[#237.14.1.10 Method of Delivery|EPG 237.14.1.10 Method of Delivery]].
+
'''ProjectWise.''' ProjectWise is, among other things, a CADD document management tool that provides the ability to check out, open, modify and manage documents to include PDF, DGN, DOCX, and XSLX files.
  
==237.14.3 Delivery of Electronic Design Data for Project Offices==
+
'''ProjectWise PDF Creation Tool.''' A ProjectWise tool that produces Adobe Acrobat (.pdf) files to be used as contract plans.
  
All electronic highway plan design data for the letting shall be submitted to the appropriate district project office to provide the construction inspectors the necessary data for constructing the project.  
+
'''ProjectWise Ref Scan tool.''' A tool that corrects the relationships between the master file and the reference files so they can be managed correctly by ProjectWise.
  
This portion of the article details the type of files and the method of delivery to be submitted. The following data must be submitted: contents file report,  GEOPAK Coordinate Database (a.k.a. GPK file),  existing digital terrain model, 3-D digital design model, Microstation Design files as stated in [[#237.14.1 Specifications of Electronic Design of Contract Plans for Automated Machine Guidance (AMG)|EPG 237.14.1]]. In addition, all plan sheets and cross-section sheets in Microstation (DGN) format should be submitted to the project office for preparation of final plans.
+
'''Proposed Terrain Model.''' An Open Roads Designer terrain model consisting of a triangulated surface that completely describes the design features of a corridor and ties into the existing ground terrain model at its edges. See ''Terrain Model''.
  
===Method of Delivery===
+
'''Reference Element.''' The rule for some geometry is a calculation from another element. This other element is the reference element.
{|style="padding: 0.3em; margin-left:15px; border:2px solid #a9a9a9; text-align:center; font-size: 95%; background:#ffffcc" width="160px" align="right"
 
|-
 
|[http://caddnet/index.php?title=Export_a_Completed_Project_For_Construction '''How to Export a Job Folder for Construction from ProjectWise''']
 
|}
 
'''Roadway Plans.''' The project folder shall be exported out of ProjectWise into a district network folder to be transfered to the appropriate project office by district information systems staff. It is advisable to export the entire job folder to ensure that ProjectWise reattaches all reference files.  Once the job has been exported, the designer shall remove any files not needed for construction.  
 
  
'''Bridge or Structure Plans.''' Electronic bridge plans will be made available upon request from the project office.
+
'''Reference File.''' An Open Roads Designer drawing can have other drawings and image files attached to it. Elements in a reference file display as though they are geometry in the active design file. Although you cannot manipulate or delete the elements displayed in a reference file, you can snap to them or copy them into the active design file.
  
==237.14.4 Specifications of CADD Deliverable Contract Plans for Consultants==
+
'''Roadway Corridor.''' A generally linear tract of land that defines at least one main line of some mode of transportation. (See ''Corridor or Corridor Model''.)
  
===237.14.4.1 General CADD Requirements===
+
'''Secondary Alignment.''' Used to modify the direction of cross section processing. By default, as any given station, the cross section is created orthogonal to the main alignment/feature. If a secondary alignment exists, then that portion of the cross section which lies outside the secondary alignment will be orthogonal to the secondary alignment instead of the main alignment.
  
'''1.''' The consultant shall furnish to MoDOT all of the contract plan drawings, for an entire project as Microstation drawings (DGN). The consultant is responsible for verifying with MoDOT Design CADD Services for the current software version.  All files shall be compatible with MoDOT’s [http://www.modot.mo.gov/business/standards_and_specs/geopakstandards.htm current CADD software version]. All associated files that are attached to the drawing such as cell libraries, line definitions, and reference files must be included.  The use of Microsoft Excel spreadsheet program can be used to create summary sheets, however, any type of linking between the files to the contract plans is not permitted.
+
'''Sheets.''' Typically Adobe Acrobat (.pdf) files created from Open Roads Designer .dgn files. The plan sheet .pdf files are signed by the Project Manager and are part of the contract documents. See ''Border''.
  
'''2.''' All design elements of the project shall be provided to the department in GEOPAK files completed with the MoDOT current version of the software.  
+
'''Signed.''' The term signed indicates that an Adobe Acrobat contract file has been electronically signed by the engineer of record. The PLS Surveyor of record performs electronic signatures as well as "wet" signatures as part of their work. Wet signature indicates signing and dating paper plans in ink.
  
'''3.''' Each drawing file that is part of the final contract set shall be a full size plan sheet of 22 in. x 34 in. (560 mm x 865 mm) nominal size.  All images shall be within a border of 20.375 in. x 31.25 in. (520 mm x 800 mm).  The border shall be centered on the plotted page to ensure no part of the drawing is cut off during reproduction.  Other than cross-section sheets, there shall be one MicroStation drawing file that corresponds to each sheet of the plan set as submitted.  The consultant may provide all cross-section sheets in a single MicroStation file but must reference MoDOT’s border to each individual sheet.
+
'''SMD File.''' Open Roads Designer file (Survey Manager Database) which contains survey features definitions and associated element and textual settings.
  
'''4.''' The plan drawings shall be to a represented scale. The geometry shall be within a 2D file and consist of vector lines, which can be selected and manipulated. Drawings shall be created in real world modified state plane coordinates at a 1 to 1 scale where applicable and plotted to the represented scale.
+
'''Special Ditch.''' A standard ditch has a consistent depth so the bottom of ditch elevations run parallel the edge of the shoulder. The bottom of ditch elevations of special ditches are defined by a profile to control the ditch elevations and can be manipulated by the design to provide a desired result.
  
'''5.''' All drawings shall be self contained or furnished with the supporting library of symbols and details to make the drawings complete in the format provided.  MoDOT plots all drawings in a WYSIWYG (What You See Is What You Get) format based upon a MoDOT specific border file attached as a reference file.  The department will furnish the appropriate color table through its [http://www.modot.mo.gov/business/standards_and_specs/geopakstandards.htm GEOPAK and MicroStation Drawing Standards internet site].  All line style, cells and symbology are applied to the MicroStation drawing and not modified at plot time. Drawings that require specific commercial plotting software to create plots that match delivered contract documents will not be accepted.  All drawings must be fully reproducible in black and white.  Screening, shading and use of grayscale on plans will not be accepted for final plans delivery.
+
'''Spot Elevation.''' A set of X, Y, Z coordinates representing a point on the terrain model surface. There is no implied relationship between spot elevation points.
  
'''6.''' MoDOT will verify the computer drawings using the department’s current version MicroStation and GEOPAK The computer graphic image will be checked against a plotted copy of the drawing furnished by the consultant. All information relating to plotting parameters shall be included in the drawing file. (i.e. weights placed on lines, symbols shown as they should plot.)
+
'''State Plane Coordinate System.''' One of 124 geographic coordinate systems designed for specific regions of the United States. They rely on a simple x,y coordinate system to specify locations rather than latitude and longitude to allow the use of "plane surveying" methods. Also, the system is highly accurate within each zone. Missouri has three state plane zones: East, Central and West. Control surveying is typically performed in the state plane coordinate system. Design and construction work is not performed in the state plane coordinate system but in the modified state plane coordinate system that is project specific. A project specific grid to ground projection factor is used to convert State Plane coordinates to Modified State Plane ground coordinates.
  
'''7.''' Drawings shall have a color table meeting department’s standards to simplify the transfer process. MoDOT will furnish the appropriate color table through its [http://www.modot.mo.gov/business/standards_and_specs/geopakstandards.htm GEOPAK and MicroStation Drawing Standards internet site].
+
'''Stationing.''' Stationing is a system of measurement used for road layout and construction. From the beginning station, and all distances along the roadway centerline are measured from that point using 100 foot stations. The number to the left of the + is the distance in full 100 foot stations and the number to the right of the + is the distance beyond that full station in feet. The station 123+34 is 12,334 feet from the beginning of the alignment.
  
'''8.''' All drawings shall conform to department drawing standards as shown in this article and the referenced MicroStation CADD Standards manual.  The MicroStation CADD Standards Manual is available from the department’s internet site at [http://www.modot.mo.gov/business/standards_and_specs/geopakstandards.htm GEOPAK and MicroStation Drawing Standards].  All drawings shall follow the department’s standards for names, numbers of levels, colors and line weights as defined in the appropriate manual. For ease in implementation of these standards, all standard items shown in the above document are selectable from department created MicroStation Settings managers and/or GEOPAK Design and Computation Manager database file (.ddb) that are also available on the department's internet site.
+
'''Superelevation.''' Superelevation is the rotation of the pavement on the approach to and through a horizontal curve.
  
'''9.''' Drawings shall be filed in drawing groups or directories with the project number as the name of the parent folder and with file names describing the types of sheet they contain.  The MoDOT file naming convention is detailed in [[237.13 File Naming Convention|EPG 237.13 File Naming Convention]].
+
'''Superelevation Lane.''' The closed area defined by the Open Roads Designer superelevation tools used for the limits of transition calculations and pivoting location.
  
'''10.''' The consultant shall furnish the computer drawings on CD ROM format.  All submittals shall consist of two CD ROMs, one shall be labeled "working set" and one set labeled "archive set".  In addition the CD ROMs shall contain a contents file report including project name, drawing names, consultant's name and the date of submittal in addition to all the requirements specified in [[#237.14.4.1 General CADD Requirements|item #1]]. This file shall be located in the root directory of the disk.
+
'''Superelevation Section.''' Area along an Open Roads Designer horizontal geometry element, where superelevation will be calculated.
  
'''11.''' Drawing files shall be submitted at the point in which all work covered by the contract is complete.  Road project files shall be delivered to the project manager in the district or the project manager's assigned, responsible person in the district where the project is located. Bridge project files shall be delivered to the Structural Liaison Engineer responsible for the project.
+
'''Surface Feature Definitions.''' The surface feature definition is a property applied to Open Roads Designer terrain model. It determines the default display properties (eg. Contours, triangles, material type)
  
'''12.''' Copies of MoDOT's format drawings, a copy of the department's standard library of details and [http://www.modot.mo.gov/business/standards_and_specs/currentstandardplans.htm the Missouri Standard Plans for Highway Construction] are available on the department's internet site.  Copies of these files will be supplied in MicroStation DGN format.
+
'''Surface File.''' A LandXML, Open Roads Designer tin or other file type that contains only surface information. Typically exported by Survey or Design software for use in another system.
  
'''13.''' Payment to the consultant for the computer deliverable will not be made until all of the drawings for the project have met the satisfaction of the department.
+
'''Survey Coordinate File.''' The comma delimited Survey Coordinate File is prepared by the project’s Professional Land Surveyor of Record and contains project control points.
  
===237.14.4.2 Specific GEOPAK Requirements===
+
'''Survey Report.''' The Survey Report is prepared by the project’s Professional Land Survey of Record. It is used for documenting the project control metadata and the method in which the topography and terrain information is obtained for a project.
  
'''1.''' All elements representing existing topography features shall be plotted according to the current MoDOT Survey Manager Database (.smd).  MoDOT will furnish the appropriate Survey Manager Database through it's [http://www.modot.mo.gov/business/standards_and_specs/geopakstandards.htm GEOPAK and MicroStation Drawing Standards internet website].
+
'''Target Aliasing.''' Used to create the desired results when working with multiple surfaces without having to edit the template from the template library. Target aliases can also be used so that one corridor can target the solution of another corridor.
  
'''2.''' All survey or photogrammetry information supplied by the consultant and included in the project’s development shall be plotted in a MicroStation drawing file (.dgn).  The consultant shall also supply the GEOPAK coordinate geometry database file (.gpk) containing the survey and photogrammetry information.  A text file index listing the import data set names, their associated point ranges, and description of the data shall also be supplied for each gpk file.  The feature codes used in the survey and photogrammetry information shall conform to the MoDOT standard feature codes as specified in the current MoDOT Survey Manager Database (.smd) file.
+
'''Template Drop.''' An area (usually defined by station limits) along a corridor to which a specific template is applied. The template drop spacing is determined by the designer to provide the accuracy required for the surfaces.
  
'''3.''' The consultant shall provide a GEOPAK digital terrain model (.tin) representing the existing ground, and any surface from which original ground sections are derived.  A text file index describing the tin model, the name of the file, and the derivation shall be included in the final submittal. (For example, but not limited to staged construction surfaces, existing subsurface material)
+
'''Template Library.''' An Open Roads Designer file that stores definitions for templates, generally with an ITL file extension.
  
'''4.''' The consultant shall provide the GEOPAK Design and Computation Manager attributes from the standard MoDOT Design and Computation Manager database (.ddb) at the time of letting.
+
'''Template or Civil Template.''' The configuration in Open Roads Designer that defines the cross sectional shape of the roadway being modeled. This cross-section is then “extruded along” a 3D geometry element to form the final model. The corridor template can create or target features such as road edges. The result is the creation of a corridor.
  
'''5.''' The consultant shall provide a GEOPAK coordinate geometry database file (.gpk) containing all chains, profile, and other elements needed to construct the final plans including but not limited to special ditch profiles, sidewalk profiles, wall profiles, etc. The chains and profiles shall have names pertaining to the items they represent.  Documentation of all chains and profiles are to be supplied in the contents report file.
+
'''Template Transition.''' MoDOT does not currently utilize template transitions. See ''Parametric Constraints''.
  
'''6.''' When using Geopak shapes to determine superelevation, the consultant shall provide MicroStation drawing file(s) (.dgn) containing such shapes used in deriving the proposed cross-sections. Shapes shall be constructed for driving lanes only.  The shoulders are not to be shaped.  Dependent and independent shapes shall be plotted in different colors.  Superelevation shapes used for the construction of each cross-section file with a different cross-section alignment shall be distinguished either by the shape colors, or by being drawn in a separate MicroStation drawing file.
+
'''Terrain Model.''' An Open Roads Designer three-dimensional DGN element defined by spots, break lines, voids, holes, contours to model a surface on the earth. The terrain model replaces the .tin file format used before Open Roads Designer SS3.
  
'''7.''' The consultant shall provide all input files used to construct the automated superelevation shapes.
+
'''Topography.''' A detailed description or representation on a map of the natural and artificial features of an area.
  
'''8.''' If shapes are not the method for determining superelevation, the consultant shall specify the method used for calculating superelevation (e.g. AASHTO Methods, tables or Roadway Designer wizard).
+
'''Topolift.''' A laser scanner mounted on a pickup that is composed of a lift and bridge mechanism. The automated lift operation substantially reduces the drive, stop and setup time compared to tripod-based operations as well as adding additional height for better coverage. The scanner is completely isolated from the pickup during scans.
  
'''9.''' Proposed cross-sections for roadway projects shall be designed using Bentley’s Roadway Designer.
+
'''Trace Slope.''' Upstream - The indicated path follows the steepest ascent from a user-defined point through the terrain model terminating at a high point or the edge of the terrain model.
  
'''10.''' MoDOT will provide a standard template library and styles file to use with Geopak version of Roadway Designer through the [http://www.modot.mo.gov/business/standards_and_specs/geopakstandards.htm GEOPAK and MicroStation Drawing Standards website].
+
'''Traditional Survey Methods.''' Traditional surveying includes the use of GPS, total stations, leveling, bathymetry, etc.
  
'''11.''' Consultant is not required to use the MoDOT standard template library.  However, the consultant shall provide any custom template libraries used as part of the project design.  All custom libraries shall conform to the MoDOT standard roadway designer’s styles.
+
'''UAS.''' Unmanned Aerial Systems (UAS) is an all encompassing description that encapsulates the aircraft or UAV, the ground-based controller, and the system of communications connecting the two.
  
'''12.''' The consultant shall submit ALL roadway design files for any project partially or completely designed with roadway designer. Files to be submitted include but are not limited to: the roadway designer preference file (*.rdp), roadway designer project (*.ird), any custom template library (*.itl), triangulated irregular networks (*.tin), digital terrain models (*dtm), roadway designer geometry (*.alg) as well as a Geopak coordinate geometry file (*.gpk).
+
'''UAV.''' An unmanned aerial vehicle piloted by remote control or onboard computers. See ''UAS'' and ''Drone''.
  
'''13.''' The consultant shall provide MicroStation drawing file(s) with all cross-sections for the project.  There shall be a separate cross-section file for each cross-section baseline along which earthwork is computed.  The cross-sections in the cross-section file shall exactly match the cross-sections shown in the submitted cross-section sheets file(s), and the cross-sections shown on the submitted contract plans.  A GEOPAK cross-section cell shall be present at the proper location for each cross-section in the cross-section file.
+
'''Vertical Alignment.''' A linear feature in an Open Roads Designer profile model with a special purpose of defining the elevations of an alignment.
  
'''14.''' Cross-sections shall be submitted for but not limited to earthwork sections, entrance sections and superelevation transition sections. Cross-sections used to compute earthwork shall be shown in a separate file or distinguished by a separate pattern line color from all sections not used for earthwork. The superelevation transition sections included shall be at the following locations as described in [http://www.modot.org/business/standards_and_specs/documents/20320.pdf Standard Plan 203.20] and [http://www.modot.org/business/standards_and_specs/documents/20321.pdf Standard Plan 203.21]:  Section A-A (normal crown), Section B-B (0% superelevation), Section C-C (reverse crown) and Section D-D (full superelevation).
+
'''Vertical Datum.''' A vertical datum is a surface of zero elevation to which heights of various points are measured. The vertical datum can be based on sea level (obsolete), an ellipsoid or a geoid model of the earth. The North American Vertical Datum of 1988 (NAVD88) is the current vertical datum for highway design and surveying. Plans produced prior to 1988 and during the transition period were typically based on the National Geodetic Datum of 1929 (NGVD29). See ''Horizontal Datum''.
  
'''15.''' Earthwork sections and superelevation transition sections shall be perpendicular to the alignment they represent. In areas where alignments meet, and a cross-section crosses more than one alignment, the station value shall be plotted at the location the pattern line intersects the secondary alignment(s).
+
'''Vertical Geometry.''' The elements which define the vertical layout of a corresponding horizontal geometry element. These vertical elements are 2D and are stored in a profile model.
  
'''16.''' The consultant shall provide cross-section sheets file(s) containing the cross-section information. The cross-sections represented in the cross-sections sheets files shall exactly match the cross-sections drawn in the submitted cross-section file(s), and the cross-sections shown on the submitted section sheets of the contract plans.  A maximum of 255 sheets shall be included in the cross-section sheets file.  Each sheet shall be within a MoDOT standard border.
+
'''Void.''' Closed shape representing areas of missing data or obscure areas. No point or break data located within the void area is utilized and no triangles are created inside the void areas. The Void coordinates are included in the triangulation and void lines between successive void coordinates are inserted as drape lines on the surface. Therefore, they do not change the slope or elevations of the surface.
  
'''17.''' All GEOPAK Project Manager files and input files used in the development of the plans shall be submitted.  The Project Manager files shall be located in the \projdbs directory within the project directory.
+
'''Watershed.''' Defined by either a low point within the terrain model or a low edge point along the terrain model edge, it's the closed area wherein all water would drain to the low point.
  
===237.14.4.3 Specific Requirements for Submittal of Electronic Plans and Design Data===
+
'''Workspace.''' A workspace is an Open Roads Designer environment or configuration. Organizations establish a standard workspace to help users comply with standards and increase production speed. It also helps reduce errors caused by using incorrect resources such as fonts, text styles, line styles, seed files and dimension styles.
  
Consultant contracts shall comply with the specifications described in EPG 237.14 Electronic Design Data Delivery and [[237.9 Submission of Plans and Supporting Documents#237.9.6.8 Consultant Designed Projects|EPG 237.9.6.8 Consultant Designed Projects]]. In addition to those requirements, the consultant shall provide two additional CD-ROMs. The first CD-ROM shall contain all the files required for Automated Machine Guidance (AMG) construction methods as described in [[#237.14.1 Specifications of Electronic Design of Contract Plans for Automated Machine Guidance (AMG)|EPG 237.14.1 Specifications of Contract Plans Electronic Design Data for Automated Machine Guidance (AMG)]]. The CD-ROM shall be labeled “Electronic Deliverables for AMG Construction Methods”. The second CD-ROM shall contain all the files required for the MoDOT Project Office as described in [[#237.14.3 Delivery of Electronic Design Data for Project Offices|EPG 237.14.3 Delivery of Electronic Design Data for Project Offices]]. This CD-ROM shall be labeled “Electronic Deliverables for Project Office”.
 
  
  
 
[[category:237 Contract Plans|237.14]]
 
[[category:237 Contract Plans|237.14]]

Latest revision as of 10:34, 14 March 2024

Operator using GPS grading

MoDOT requires the use of Bentley Open Roads Designer (ORD) software for highway and bridge design. OpenRoads Designer is based on a 3D workflow. Throughout the entire project design, MoDOT Design staff and design consultants shall produce Electronic Design Data using Bentley’s Open Roads Designer as defined in this article. Any conversion process from another CADD package to Open Roads Designer Electronic Design Data is not acceptable. Please refer to EPG 237.14.5 Glossary of Terms for the MoDOT definition of italicized terms as they apply to this document and the delivery of Electronic Design Data for MoDOT projects. Electronic Design Data requirements pertain to road design, bridge design and survey projects. These electronic deliverables are now referred to as Electronic Design Data (EDD). A subset of this information is then posted on the MoDOT Online Plan Room for use by potential bidders. Contractors and utility companies that do not have Open Roads Designer (ORD) software can utilize the Bentley View Connect Edition to review native .dgn files included in the Electronic Design Data.

237.14.1 MoDOT and Consultant Electronic Design Data Requirements

Consultants are required to deliver Electronic Design Data following the same requirements as MoDOT internally designed projects. Required consultant and MoDOT Electronic Design Data include all files used to generate the design. Files include but are not limited to:

Project Information
  • Project Data Summary Report (.xlsx)
Survey Information
  • Survey report (.pdf)
  • Survey Coordinate file (.csv)
  • Survey file (.dgn)
- Survey Graphics (.dgn)
- Existing Ground Terrain (.dgn and .xml)
Surface(s)
  • Proposed Terrains (.dgn and .xml)
Alignment(s) & Profile(s)
  • Civil geometry file (.dgn and .xml)
  • Civil geometry report (.xlsx)
Corridor file(s)
  • Corridor file(s) plus reference (.dgn)
  • Proposed 3D Top Surface Linear Features (.dgn)
Plan Sheets
  • Plan sheets plus references (.dgn)
  • Signed Adobe Acrobat plan sheets ( .pdf)

237.14.2 Specifications for Electronic Design Data

Electronic Design Data is required for all MoDOT and consultant designed projects, but varies by project type. (See Table 237.14.2 for requirements).

Table 237.14.2
Required Electronic Design Data1
Project Includes this Type of Electronic Design Data Project Data Summary Report, Plan Sheets (.dgn) and Signed Sheets (.pdf) Survey file (dgn), Survey Report, Coordinate File, Civil Geometry File and Report Corridor File(s), Existing and Proposed Terrain Model Files
Cross Sections Y Y Y
Plan Sheets with Civil Geometry Y Y n/a
Plan Sheets Y Optional n/a
1 All Electronic Design Data shall follow the file naming convention outlined in EPG 237.13.2 Electronic Design Data.

237.14.2.1 Project Data Summary Report

This Excel report, prepared by the designer, gives a summary of all Electronic Design Data files submitted with the project and is an important reference for MoDOT staff and contractors that may use the Electronic Design Data. This file contains specific project information and acts as table of contents with descriptions for all files submitted.

The Project Data Summary Report shall be provided as a Microsoft Excel file (.xlsx).

237.14.2.2 Survey Report

The Survey Report is prepared by the project’s Professional Land Surveyor of Record. It is used for documenting the project control metadata and the method in which the topography and terrain information is obtained for a project.

A Survey Report Example is available.

The Survey Report shall be provided as a Adobe Acrobat file (.PDF).

237.14.2.3 Survey Coordinate File

The comma delimited Survey Coordinate File is prepared by the project’s Professional Land Surveyor of Record and contains project control points. Please ensure that all control points share the same modified state plane coordinate system projection factor and vertical datum. Include the projection factor and vertical datum in the survey report.

A Survey Coordinate File Example is available.

The Survey Geometry File shall be provided in the following format:

  • Comma Separated Value file (.CSV) in the format: pt. no., n, e, z, descr.

237.14.2.4 Survey (.dgn) file

The existing surface and mapping is prepared by the Professional Land Surveyor of Record and is the basis for roadway design. Both the Existing Ground surface (stored as an Open Roads Designer terrain model) and the existing topography mapping is stored in the Open Roads Designer .dgn file. The terrain model is produced from traditional survey methods, aerial acquisition, laser scanning or a combination of methods using appropriate MoDOT surface feature definitions. The project projection factor and vertical datum are documented in the Survey Report.

Survey data must be process through Bentley’s Open Roads Designer Survey Tool located in the Project Explorer > Survey tab.

The existing terrain model shall be submitted in the following formats:

  • Open Roads Designer file (.dgn)
  • LandXML1 (.xml)
- Access is available to the video Creating the LandXML File (Exporting Existing Ground Terrain To LandXML).
1 MoDOT utilizes LiDAR to capture existing conditions; these are large files and may exceed the limit of LandXML file creation. If the file size is too large to export via LandXML 1.2, the existing ground surface must be broken into multiple sections. Please contact CADD Support for additional information.

237.14.2.5 Civil Geometry File (alignments and profiles)

The Civil Geometry File, prepared by the designer, contains all horizontal and vertical alignments used in the development of the design. Horizontal alignment examples include: baselines, special ditches, etc. Vertical alignments include: baseline profiles, special ditch profiles, retaining wall profiles, etc. The Civil Geometry File should not contain any preliminary or unused alignments. All geometry contained in this file shall follow the file naming convention for the designed Linear Features (i.e. Alignments and Profiles) found in the plans. A summary of all geometry shall be captured in the Civil Geometry Report. To access this Open Roads Designer report, first select the Open Roads Modeling Workflow > Geometry Tab > General Tools > Reports Pulldown > Horizontal Geometry Report. Then select the Horizontal Alignment Review Report.

The Civil Geometry File shall be provided in both of the following formats:

  • Open Roads Designer file (.dgn)
- LandXML (.xml)
- Access is available to the video Creating the LandXML file (Geometry to XML CC).

237.14.2.6 Civil Geometry Report

The Civil Geometry Report, prepared by the designer, can be produced by using the style sheet report “MoDOTHorizontalandVerticalAlignmentReviewReport.xsl”. This report is available in the MoDOT Open Roads Designer workspace. The Civil Geometry Report shall include all horizontal and vertical alignments that make up the project. (For example: roadway baselines and profiles, radius returns, special ditches, etc.).

Access is available to the video, Creating the Civil Geometry Report, that shows the steps to assemble a Civil Geometry Report.

The Civil Geometry Report shall be provided in either of the following formats:

  • Microsoft Excel file (.xlsx)
  • Adobe Acrobat file (.PDF)

237.14.2.7 Corridor File(s).dgn File

Corridor files, prepared by the designer, consist of items such as templates, corridors, edges of pavement, shoulders, curbs, gutters, sidewalks, retaining walls or any other feature used in the dynamic generation of a 3D model. Multiple corridors are often required to model a roadway corridor.

Corridor(s) shall be created in adequate detail to produce the following results:

  • Produce cross sections at template drop locations.
  • Earthwork quantities computed from the cross sections are satisfactory.
  • Pavement and shoulder elevations and locations are accurate.

The Corridor File(s) shall be provided as an Open Roads Designer file (.dgn).

237.14.2.8 Proposed Terrain Model

This terrain model, prepared by the designer, represents the entire proposed finished grade surface which includes but is not limited to fore slopes, back slopes, ditch bottoms, roadway surfaces, etc. It can be created using the MoDOT graphical filter: “Design - Proposed Finished Grade“.

Example of Proposed Terrain Model

Access is available to the video Creating the Design - Proposed Finished Grade Terrain Model.

The Proposed Terrain Model shall be submitted in the following formats (when applicable based on type of project):

  • Open Roads Designer file (.dgn)
  • ssLandXML file (.xml)
- Access is available to the video Creating the LandXML file.

237.14.2.9 Proposed 3D Top Surface Linear Features

The Corridor model created by the designer contains Proposed 3D Linear Features that can be exported and used by consultants.

These lines are critical in maintaining the designer’s intent when transferred to grading software and GPS enabled equipment.

Proposed 3D Lines represent the top surface lines, such as, edge of pavement, edge of shoulder, curb and gutter and any other linear feature representing the topmost linear elements of a corridor.

237.14.2.9.jpg
Example of 3D Linear Features

The Proposed 3D Linear Features shall be submitted in the following format (when applicable based on type of project):

  • Open Roads Designer file (.dgn).

237.14.2.10 Plan Sheets plus References

These Open Roads Designer files, prepared by the designer, are used to generate ALL signed plan sheet Adobe Acrobat contract documents. Each sheet file must be provided with any associated reference files (.dgn, imagery, etc.) that are attached to produce the final signed plan sheet .pdf files.

The Plan Sheets plus References shall be provided as an Open Roads Designer file (.dgn).

237.14.2.11 Signed Adobe Acrobat Plan Sheets

These are Adobe Acrobat files, prepared by the designer and signed by the Project Manager, that represent the plan sheets created in Open Roads Designer. The Acrobat Files can be produced by MoDOT staff in bulk using the ProjectWise PDF Creation Tool. Files created by this method are automatically placed in the appropriate ProjectWise location where they can be signed by the MoDOT Project Manager. Signed consultant contract documents will be uploaded to the appropriate ProjectWise location by the MoDOT Project Manager after delivery.

Access is available to the video ProjectWise “Make PDF Request” process for Highway Design Plans and Bridge Plans.

237.14.3 Project Submittal

After design and project review is completed the Electronic Design Data must be organized and submitted to the Bidding and Contracts Section.

237.14.3.1 Preparation of Electronic Design Data

The following steps must be performed so that projects can be advertised by the Bidding and Contracts section.

  • Ensure Adobe Acrobat plan sheets (.pdf) are complete and signed.
  • Organize project files and eliminate unused Open Roads Designer data.
- Create Survey report (.pdf)
- Export Survey Coordinate file(.csv)
- Civil geometry file (.dgn)
 Export .xml file
- Export Civil geometry report (.xlsx)
- Corridor file(s) plus references (.dgn)
- Existing Terrain Model (.dgn and .xml)
- Proposed Terrain Model (.dgn and .xml)
- Plan sheets plus references (.dgn)

237.14.3.2 Submittal of MoDOT Designed Projects

All Electronic Design Data used in the development of the contract plans is stored in ProjectWise during all design, construction and post construction phases. A subset of Electronic Design Data is packaged in a file called Job#_EDD_info.zip, by the designer, for posting on the electronic plans room. The zip file is placed in the “Contract Plans” folder within ProjectWise at the time contract plans and other plan, specification and estimate (PS&E) documents are completed. The naming convention and other guidance for the creation of the zip file are provided in EPG 237.9 Submission of Plans and Supporting Documents. The MoDOT Project Manager has the responsibility to ensure all data is accurate and represents the contract plans as signed. Contractors are not provided all Electronic Design Data as specified below.

Files that are provided in the Job#_EDD_info.zip file:

  • Project Data Summary Report
  • Survey report
  • Coordinate file
  • Civil geometry (.dgn and .xml)
  • Corridor(s) file plus references (.dgn)
  • Existing Terrain Model (.dgn and .xml)
  • Proposed Terrain Model (.dgn and.xml)

Files that are NOT provided in the Job#_EDD_info.zip file:

  • All Open Roads Designer sheet drawings(.dgn). (i.e. plan sheet and cross section sheet drawings, etc.)
  • Unnecessary document and data files not required for bidding or construction.
  • Signed plan sheets and cross section sheets (.pdf).

237.14.3.3 Submittal of Consultant Designed Projects:

Consultant Electronic Design Data is typically submitted to MoDOT via DVD or download. It is then uploaded by MoDOT by the Project Manager to ProjectWise and stored in the same location and project structure as any other MoDOT project. The delivered consultant Open Roads Designer files should be processed by MoDOT staff with the ProjectWise Ref Scan Tool so that all broken reference file links are repaired. The Electronic Design Data should be reviewed for completeness and manually checked for broken reference file links. Any problems should be resolved. Once all deliverables have been reviewed and accepted, the Project Manager then submits the Electronic Design Deliverables according to EPG 237.14.3.1 Preparation of Electronic Design Data and EPG 237.14.3.2 Submittal of MoDOT Designed Projects.

237.14.3.4 Plans Room

MoDOT Bidding and Contracts has developed a web site to allow contractors and plans providers to easily download the bidding documents and Electronic Design Data. The Electronic Design Data zip file as well as the signed Adobe Acrobat plan sheets (.pdf) are accessed by Bidding and Contracts staff using ProjectWise and then will upload to the online plans room. Other non-CADD contract documents are accessed by the Bidding and Contracts section via SharePoint and are uploaded to a different section of the plans room.

See also EPG 237.9 Submission of Plans and Supporting Documents.

237.14.3.5 Electronic Information for Bidder’s Automation

General Provision Electronic Information for Bidder's Automation (page 24 of this link), of the Missouri Standard Specifications for Highway Construction, provides information for bidder automation. If provided, the Electronic Design Data does not constitute part of the bid or contract documents. This information, used for project design and quantity estimation purposes, is provided for the bidder’s use in automation of bid estimating, contractor furnished staking, automated machine guidance and other construction methods.

237.14.3.6 Electronic Design Data for MoDOT Construction

Construction staff requires Electronic Design Data for constructing the project, checking quantities, and producing as-built plans.

1. By the request of the Resident Engineer to the Project Manager, all Electronic Design Data will be made available to Construction Staff. This request should be done at or around the Pre-Construction meeting.
2. Project Manager instructs District Design staff to prepare files for transfer, see EPG 237.14.3.1 Preparation of Electronic Design Data.
3. If ProjectWise is utilized in the Project Office: District Design staff will request the Electronic Design Data via the “PW Access Group” at pwaccess@modot.mo.gov with the following information: District, County, Job Number, and name of Project Office receiving the files. Electronic Design Data then will be copied to the Construction folder within ProjectWise by CADD Services Staff.
4. If Project Wise is not utilized in Project Office: District Design staff exports the completed project from ProjectWise using the proper settings to preserve reference file links. See How to Export a Completed Project in ProjectWise to Construction. District Design staff will then request their District Information Systems staff to move (not copy) the exported EDD files to the Project Office’s server on the ustation share (t:\drive).
5. SharePoint SHOULD NOT be used in any way for the transfer of Open Roads Designer data. Open Roads Designer does not function when accessing files via SharePoint because it is unable to resolve any reference file links.

The Project Office may also obtain the files that are provided to the contractor via eProjects.

Note: To search for documents within eProjects, enter the Job Number minus the "J" in the search box in the upper right-hand corner and hit "enter".

237.14.4 Specifications of Electronic Design Data for Consultants and MoDOT

MoDOT drawing standards are provided to consultants to create a Open Roads Designer workspace that exactly matches the workspace used internally by MoDOT staff. These standards, when used in conjunction with Open Roads Designer help ensure that drawings provided meet MoDOT requirements.

237.14.4.1 General CADD Requirements

1. The consultant shall furnish to MoDOT all of the contract plan drawings, for an entire project as Open Roads Designer drawings (DGN format). The consultant is responsible for verifying with MoDOT Design CADD Services for the current software version. All associated files that are attached to the drawing such as cell libraries, line definitions, dgnlib and reference files must be included if not automatically embedded in the file. The use of Microsoft Excel spreadsheet program can be used to create quantity summary sheets, however, any type of linking between the files to the contract plans is not permitted.

2. All design elements of the project shall be designed and delivered to the department in Open Roads Designer format using the current MoDOT workspace.

3. Each drawing file that is part of the final contract set shall be a full size plan sheet of 22 in. x 34 in. (560 mm x 865 mm) nominal size. All images shall be within a border of 20.375 in. x 31.25 in. (520 mm x 800 mm). The border shall be centered on the plotted page to ensure no part of the drawing is cut off during reproduction. Other than cross-section sheets, there shall be one Open Roads Designer drawing file that corresponds to each sheet of the plan set as submitted. The consultant may provide all cross-section sheets in a single Open Roads Designer file but must reference MoDOT’s border to each individual sheet.

4. The plan drawings shall be to a represented scale. The geometry shall be within a 2D file and consist of vector lines. Drawings shall be created in real world modified state plane coordinates at a 1 to 1 scale where applicable and plotted to the represented scale.

5. All drawings shall be self-contained or furnished with the supporting library of symbols and details to make the drawings complete in the format provided. MoDOT plots all drawings in a WYSIWYG (What You See Is What You Get) format based upon a MoDOT specific border file attached as a reference file. The department will furnish the appropriate color table through its Open Roads Designer Drawing Standards internet site. All line style, cells and symbology are applied to the Open Roads Designer drawing and not modified at plot time. Drawings that require specific commercial plotting software to create plots that match delivered contract documents will not be accepted. All drawings must be fully reproducible in black and white. Screening, shading and use of grayscale on plans will not be accepted for final plans delivery.

6. MoDOT will verify the computer drawings using Open Roads Designer. The PDF contract plans will be checked against an Open Roads Designer drawing (DGN format), or vice versa, furnished by the consultant.

7. Drawings shall have a color table meeting department’s standards to simplify the transfer process. MoDOT will furnish the appropriate color table through its Open Roads Designer Drawing Standards internet site.

8. All drawings shall conform to department drawing standards as established in the MoDOT workspace. All drawings shall follow the department’s standards for names and colors and line weights as defined in the workspace.

9. Drawings shall be saved with the project number as the name of the parent folder and following the naming convention in EPG 237.13 Contract Plan File Name Convention. Subfolders can be used to improve organization.

10. Drawing files shall be submitted when all work covered by the contract is complete. Road project files shall be delivered to the MoDOT Project Manager. Bridge project files shall be delivered to the Structural Liaison Engineer responsible for the project.

11. Seed files and cell libraries are provided in the MoDOT workspace. The Missouri Standard Plans for Highway Construction are available in Open Roads Designer and Adobe Acrobat (.pdf) format on the department's web site.

237.14.4.2 Open Roads Designer Requirements

1. All elements representing existing topography features shall be processed using the settings defined by the current MoDOT Survey DGNLIB File (MoDOT_Survey_Settings_Features_Elem Temp.dgnlib) which is provided in MoDOT’s workspace.

2. All survey information supplied by the consultant shall be in compliance with EPG 238.1 Aerial Mapping and LiDAR Surveys. The feature codes used in the survey and photogrammetry information shall conform to the MoDOT standard feature codes as specified in the current MoDOT Survey DGNLIB File (MoDOT_Survey_Settings_Features_Elem Temp.dgnlib).

3. The consultant shall utilize the MoDOT Open Roads Designer feature definitions as provided in the MoDOT workspace.

4. MoDOT provides a superelevation preference (SEP) file for the calculation of superelevation based on 2011 AASHTO standards.

5. Proposed cross sections shall be created from a corridor model. Cross section modifications should be avoided because edited cross sections would no longer match the corridor model.

6. MoDOT will provide a standard template library, civil cell library, and feature definition library. These files are available in the MoDOT workspace.

7. The consultant is required to use MoDOT Open Roads Designer standard libraries provided in the workspace.

8. The consultant shall submit ALL files used in the preparation of the roadway design.

9. Cross sections shall be provided in Open Roads Designer drawing file(s) that contain no other design data. The cross sections shall exactly match the Adobe Acrobat cross section sheet files (.pdf).

10. Cross sections sheets(.pdf) shall be submitted for but not limited to earthwork sections, entrance sections and superelevation transition sections. The superelevation transition sections included shall be at the following locations as described in Standard Plan 203.20 and Standard Plan 203.21: Section A-A (normal crown), Section B-B (0% superelevation), Section C-C (reverse crown) and Section D-D (full superelevation).

237.14.5 Glossary of Terms

2D Point Feature. Open Roads Designer 2D Point Features are defined and stored in plan model. Contains no elevation (Z).

3D Geometry. Open Roads Designer 3D geometry is created in 3D model by mathematically combining the horizontal and vertical geometry to create 3D elements. These 3D geometry elements in turn define a design model.

3D Model. Created from linear features, corridor(s) and terrain models and resides in an Open Roads Designer dgn file. It is created and managed automatically.

3D Point Feature. 3D points can be defined in plan model or 3D model. They are stored in 3D model but represented in both plan and 3D (Open Roads Designer).

Active Profile. The Civil Horizontal Element can have multiple profiles, the active profile is the one used for design and the creation of Corridors. The active profile is combined with the horizontal geometry to build a 3D element which is used in the 3D model.

Active Terrain Model. One Open Roads Designer terrain model can be designated as “Active”. The active terrain model is the one used to display “existing ground”; in other words the one which displays automatically in a profile model when it is opened. The active terrain model is also the one which is targeted by side slopes unless the template defines a different target by name.

Adobe Acrobat. The software used to create and view the portable document file (PDF) format. It can be read by any computer by using Acrobat Reader software without needing the program with which the document was originally created. Acrobat .pdf files can be viewed using Acrobat Professional, Acrobat Reader and BlueBeam Review. Acrobat .pdf files can be signed using Acrobat Professional or Acrobat Reader DC.

Aerial Photography. Photographs of the ground from an aircraft in the direct-down position (see Nadir) or sometimes at an oblique angle. See Photogrammetry.

Apply Surface Template. To apply an Open Roads Designer corridor template to a terrain model for the purpose of creating components (such as pavement layers) under the terrain model.

Arc Definition. Curve definition method generally used in roadway applications. The radius R is used to define the curve and is defined by the equation R = 5729.58/D where the degree of curvature D is the central angle subtended by a 100 ft. arc. Set in the Design File Settings > Civil Formatting under Radius Settings. See also Chord Definition.

Back Slope. The slope up from the bottom of a ditch away from the roadway. Expressed as run:rise.

Base Geometry. In many instances the Open Roads Designer geometry element will be trimmed. The original (or base), untrimmed element is always preserved as it is the storage for the rule.

Baseline. A baseline is an alignment that is established for the design of road. A baseline is assigned stationing and contains no vertical information. The existing baseline shall be established by the PLS of record. Proposed baselines are usually established by the design engineer of record.

Bentley. The company that produces MoDOT's roadway design software. Products include: Open Roads Designer, ProjectWise and ConceptStation.

Berm. A raised earth barrier separating two areas

Bidding and Contracts Section. The MoDOT Bidding and Contract Services unit is responsible for letting MoDOT's highway construction and maintenance projects. This includes reviewing and advertising the projects, estimating, processing the letting, analyzing the bid results and providing a recommendation to management for award or reject of projects.

Border. In MoDOT highway plans, the border is a reference file that is included in every sheet drawing. The border is what makes an Open Roads Designer drawing a sheet drawing. The aspect of the border (width to height ratio) will match the desired paper size which is typically 24" x 36". The size of the border determines the scale of the sheet. For example a 36 in. wide border at 100 scale will measure 3,600 ft. wide. The contents of the sheet is generally referenced in to the sheet drawing. The border is placed in the sheet drawing at the proper location, rotation and size. The reference files are then clipped so that they don't extend outside the border. The border file also contains the title block information.

Boundary. Used to constrain the external boundary of the Open Roads Designer terrain model. No triangles are created outside the boundary. In addition, any point data outside the boundary is ignored.

Break Line. An Open Roads Designer surface feature that represents a defined slope change (eg. EOP, EOS, Ditch bottom, slope breaks). No triangle side (in the triangulated surface) can cross over a break line.

Break Void. A closed area of missing or obscured data. No triangulation inside the void.

Bridge Survey. Bridge surveys are prepared and submitted to the Bridge Division by the district to provide the basis for preliminary bridge layouts and ultimately for the preparation of bridge plans by the Bridge Division. Information required includes: Plan sheet, Typical Section, Profile Sheet, Valley/Channel Sections, Cross Sections and aerial imagery.

Cardinal Points. One of the points used to define the geometry of an alignment. Cardinal points include PC, PT, PI, and CC points for horizontal geometry and VPC, VPI and VPT for vertical geometry.

Chord Definition. Curve definition method generally used in railway applications and in highway design before the mid 1900s. The radius R is used to define the curve, and is defined by the equation R = 50/SIN(0.5*D) where the degree of curvature D is the central angle subtended by a 100 ft. chord. See also Arc Definition.

Civil Cell. Open Roads Designer predefined cell that can contain civil geometry, terrain models, corridors, linear template and features. (eg. Intersections, entrances, box culvert, median openings)

Civil Geometry File. This Open Roads Designer .dgn file contains all final horizontal and vertical alignments used in the development of the contract plans in .dgn or .xml format.

Civil Geometry Report. This report will include all horizontal and vertical alignments that make up the project.

Civil Template. See Template.

Clipping Reference. Clipping allows you to remove areas of overlap when working with multiple Open Roads Designer corridors in a single surface. For example, in a corridor intersected by a crossing roadway, clipping would be used to remove all overlapped features within the intersection.

Complex Terrain Model. An Open Roads Designer terrain model created by merging or appending two or more terrain models.

Context Toolbox. When an Open Roads Designer element is selected, hovering over the element provides a heads-up and context sensitive toolbar which pops up at the cursor. This toolbar provides a few of the most commonly used tools which operate on the element selected element type. The first tool in this toolbar is always Quick Properties.

Contour. A linear symbol representing points of equal elevation relative to a given datum.

Contour, Major. The primary elevation line indicating a specific elevation in a surface model. Usually major contours are drawn with a heavier line weight or using a different color. Elevation text labels are usually drawn in association with major contours.

Contour, Minor. A secondary elevation line indicating a specific elevation in a surface model. Minor contours are often drawn without special color or weight indexing and without elevation text labels.

Contract Documents. Includes signed sheet drawings and specifications.

Control Points. See Project Control.

Coordinate File. A text file containing, at a minimum, x(E),y(N) or north(N), east(E) coordinate pairs and usually contains elevation values (z). These coordinates represent locations (points) on a plane. The file should be comma delimited but can be tab or space delimited and can contain additional columns of information such as point ID, description or code. It is important to document the units, projection and vertical datum of the coordinate data.

Corridor or Corridor Model. An object in Open Roads Designer that is used for modeling a roadway and is automatically managed by the corridor modeling tools. (See Roadway Corridor.)

Cross Section Sheets. The cross section sheets are byproduct of cross sections. Acrobat .pdf cross section sheet files are printed from the Open Roads Designer cross sections for the purpose of creating contract plans documents that can be signed.

Cross Sections. Open Roads Designer Cross sections that are generated from the 3D Model and written into a .dgn file. Sections are not dynamic and must be re-generated after any design change. Cross sections can be placed in the .dgn by Open Roads Designer in a way that they are arranged properly and stacked within sheet borders.

Curve Stroking. Stroking is the process of automatically adding shots to the Open Roads Designer terrain model or corridor by interpolating new shots from the curved sections of the data. This distance is used to interpolate new shots along the curved element in corridor processing and applying linear templates. This value is used as a perpendicular minimum distance from chords generated along the arc. Chords are drawn along the arc and the perpendicular distance is measured from the middle of each chord to the arc. If this distance is larger than the Curve Stroking, the process is repeated with a shorter chord length. This process is repeated until the end of the curve is reached. The flatter the curve, the fewer number of points will be calculated. The steeper the curve, the greater number of points that will be calculated.

Datum. See Horizontal Datum and Vertical Datum.

DDB File. Open Roads Designer file (Design Database) which contains features definitions, associated symbiology and annotation settings.

Delta Terrain Model. A surface containing data derived from the difference in elevation between two terrain models or a terrain model and a plane.

Downstream. The indicated path follows the steepest descent from a user-defined point through the terrain model terminating at a low point or the edge of the terrain model.

Drape. The process of vertically projecting elements onto a surface so that the element elevations are defined by the surface.

Drape Void. A closed area of missing or obscured data where the void coordinates are not included in the triangulation. Voids are inserted post triangulation. The void coordinates and lines are draped on the TIN surface. Even though a user must provide an elevation for the Drape Void vertices, the user elevations are changed to the elevation of the TIN surface at the XY Drape Void coordinate position.

Drone. An unmanned aircraft or ship guided by remote control or onboard computers. See UAS.

Dynamic Cross Sections. Temporary Open Roads Designer cross sections cut on the fly from the 3D Model using the corridor creation tools. They cannot be edited or printed.

Earthwork or Earthwork Quantities. Average end area excavation and fill design quantities generated from the cross sections. Construction earthwork quantities can be calculated by average end area or by the surface to surface method.

Electronic Design Data (EDD). MoDOT Highway Designers and consultants are required to provide specific file deliverables for the purpose of advertising, bidding and constructing roadway projects. This data is called Electronic Design Data (EDD).

Electronic Design Data Checklist. A checklist that is performed to verify the complete delivery of EDD for internal and Design Consultant project.

Element Template. MicroStation concept which allows preconfigured definitions for symbiology and other miscellaneous display of MicroStation elements and civil features.

End Condition. A specialized component of a corridor template which provides information tie into active surface.

End Condition Exception. Used to modify the behavior of an end condition solution without requiring the use of additional template drops. When an end condition exception is added, it must be edited to change its behavior.

Existing Terrain Model. The existing terrain model is a single layer surface inside an Open Roads Designer .dgn computer file that represents the actual 3D ground features.

Feature. A Feature is anything that can be seen or located and is a physical part of your Open Roads Designer design, representing a real world thing. A feature’s definition is one of its properties. At any given time in the design process, the feature will have a Horizontal Geometry, a Vertical Geometry, 3D Geometry or a combination to define its location. examples: curb, pavement, spot dirt, manhole, wall, agg base, R/W marker, ditch, fill slope, etc.

Feature Definition. The feature definition typically is a property applied to Open Roads Designer plan view civil geometry. (eg. special ditch, eop, eos) The feature definition is automatically inherited by its associated profile and the derived 3D geometry. Feature definitions are used by corridors for horizontal feature control. (eg. new pavement will seek "eop new"). Also see Surface Feature Definition.

Feature Name. The name given to an Open Roads Designer Feature. See Feature.

Fore Slope. The slope typically from the edge of the shoulder to the bottom of the ditch or to the bottom of the roadway fill. Expressed as run: rise.

Gap. When a feature is trimmed the part(s) which are invisible on the base geometry.

GEOPAK. See Open Roads Designer

GPK. A legacy Open Roads Designer database containing coordinate geometry information. The Open Roads Designer database file extension is: “gpk”.

Graphical Filter. Used in developing Open Roads Designer terrain models from Open Roads Designer corridors.

Grid Coordinate. A coordinate typically in the State Plane Coordinate System for highway design. Can be in UTM or other system. A grid coordinate not a ground coordinate.

Ground Coordinate. A coordinate x,y value in a ground projection (i.e. modified state plane). It is derived by taking a grid coordinate and multiplying it by a scale factor. This scaling process does not effect the elevation. Highway design, staking and construction are performed using ground coordinates.

Horizontal Alignment. A 2D linear feature in Open Roads Designer with a special purpose of defining the centerline or the baseline of a roadway. (aka chain).

Horizontal Datum. Horizontal datums are used for describing a point on the Earth's surface, in latitude and longitude or a Cartesian coordinate system. The North American Datum 1983 (NAD83) is the most important for highway design and surveying. See Vertical Datum.

Horizontal Geometry. The Open Roads Designer elements which define the horizontal layout of the design. These elements are 2D elements even if the DGN model is 3D. Horizontal Geometry may be points, lines, arcs, spirals, splines or any combination in a complex element.

Island. A closed area of land, inside an Open Roads Designer terrain model void. i.e., island in the middle of a lake or land inside an obscured area.

Key Station. Additional station added to the Open Roads Designer corridor to force processing at the particular location.

LandXML. A non-proprietary file format for the sharing of civil data between applications. The LandXML file extension is: “.xml”.

Laser Scanner. A LiDAR acquisition device, typically mounted on a tripod, used to collect point cloud information for the purpose of creating an existing terrain model. See LiDAR.

LIDAR. LiDAR (Light Detection And Ranging) is an laser scanning technology which scans ground and other physical features to produce a 3D model.

Linear Feature. An Open Roads Designer plan element composed of lines, arcs, spirals and splines or a profile element composed of lines, parabola and splines.

Linear Stroking. Stroking is the process of automatically adding shots to the terrain model or corridor by interpolating new shots from the linear sections of the data. Linear stroking is measured along the element. Interpolated vertices are added whenever the distance between the vertices is greater than the linear stroking value (in master units).

Linear Template. To apply an Open Roads Designer template to a 3D linear feature as part of creating a proposed surface. (eg. End conditions, pavement widening, guard rail, bridge fill face)

Mapping. A collection of natural and manmade conditions that are surveyed and represented as Open Roads Designer Survey features in the Bentley .dgn format.

MicroStation. See Open Roads Designer.

Mobile LiDAR. A vehicle mounted LiDAR acquisition device used to collect point cloud information while moving for the purpose of creating an existing terrain model. See LiDAR.

Modified State Plane Coordinate System. A ground coordinate system that is derived for a specific project or area by multiplying State Plane Coordinates (n & e but not elev.) by a project projection factor. Design work and construction is performed using a modified state plane coordinate system. See State Plane Coordinate System and Ground Coordinates.

Nadir. The point on the ground that is vertically downward from an airborne observer.

Online Plans Room. MoDOT's Online Plan Room provides access to contract documents for projects currently in the process of receiving competitive bids.

Open Roads Designer (ORD). Open Roads Designer is a suite of software that includes CADD drafting and Civil Engineering Design tools, and is the required software for use on MoDOT work.

Open Roads Designer Corridor. See Corridor.

Parametric Constraints. Used to set up Open Roads Designer corridor constraint value overrides for specified station ranges. (eg. Pavement width transition, end condition slopes)

Photogrammetry. Photogrammetry is the science of making measurements from overlapping photographs. Until a few years ago, photogrammetry was used extensively by MoDOT to develop the existing terrain model for projects. That technology has been replaced with LiDAR. Photogrammetry has been reborn as the predominate method of surface creation when using unmanned aerial vehicles (UAV).

Plan Model. The usual Open Roads Designer DGN model, used for laying out horizontal geometry. Best practices will dictate that this is a 2D DGN model but 3D DGN model can be used. This is where geometric layouts and corridor definitions are kept. The geometric layouts are not only alignments but also edges, parking, striping, sidewalks, etc.

Plan Sheet (.dgn). An Open Roads Designer .dgn drawing file that contains a border. Used to produce a .pdf plan sheet contact document. See Border.

Plan Sheet (.pdf). An Adobe Acrobat .pdf file that represents a plan sheet and is a contract document. In other words it contains a border and title block. .pdf files can be electronically signed.

Point Cloud. A set of vertices in a 3D coordinate system and are defined the by X, Y and Z coordinates. Point clouds are usually created by Laser scanners, Aerial LiDAR or Mobile LiDAR. These devices measure a large number of points on the surface of an object and output a point cloud as a data file. The point cloud represents the visible surface of the object that has been scanned or digitized.

Point Control. Used to modify the behavior of points in a template. These controls take precedence (they override) over existing constraints on the point.

Point Features. Defined by a single X, Y (Z optional) location. A point need not be a feature. It may be defined as a non-featurized point by way of AccuDraw, Civil AccuDraw, Snap or a data point. Non-featurized points are use to control the construction of Linear Features.

PowerGEOPAK. See Open Roads Designer.

Professional Land Surveyor (PLS) of Record. The professional land surveyor whose signature appears on survey documents or is responsible for the quality of surveying work.

Project Control. High precision locations that are located in the field with steel pins or other permanent marker. They provide the basis for lower precision surveys and staking on construction projects.

Project Data Summary Report. This Excel report, prepared by the designer, gives a summary of all Electronic Design Data files submitted with the project and is an important reference for MoDOT staff and contractors that may use the Electronic Design Data. This file contains specific project information and acts as table of contents with descriptions for all files submitted.

Project Explorer. The Open Roads Designer interface for browsing elements in a DGN file. Extended by civil to accommodate specialized civil needs.

Projection Factor. The project specific factor that is used to convert state plane north and east coordinates to modified state plane ground coordinates for use in design and construction. Elevations are not multiplied by the projection factor.

ProjectWise. ProjectWise is, among other things, a CADD document management tool that provides the ability to check out, open, modify and manage documents to include PDF, DGN, DOCX, and XSLX files.

ProjectWise PDF Creation Tool. A ProjectWise tool that produces Adobe Acrobat (.pdf) files to be used as contract plans.

ProjectWise Ref Scan tool. A tool that corrects the relationships between the master file and the reference files so they can be managed correctly by ProjectWise.

Proposed Terrain Model. An Open Roads Designer terrain model consisting of a triangulated surface that completely describes the design features of a corridor and ties into the existing ground terrain model at its edges. See Terrain Model.

Reference Element. The rule for some geometry is a calculation from another element. This other element is the reference element.

Reference File. An Open Roads Designer drawing can have other drawings and image files attached to it. Elements in a reference file display as though they are geometry in the active design file. Although you cannot manipulate or delete the elements displayed in a reference file, you can snap to them or copy them into the active design file.

Roadway Corridor. A generally linear tract of land that defines at least one main line of some mode of transportation. (See Corridor or Corridor Model.)

Secondary Alignment. Used to modify the direction of cross section processing. By default, as any given station, the cross section is created orthogonal to the main alignment/feature. If a secondary alignment exists, then that portion of the cross section which lies outside the secondary alignment will be orthogonal to the secondary alignment instead of the main alignment.

Sheets. Typically Adobe Acrobat (.pdf) files created from Open Roads Designer .dgn files. The plan sheet .pdf files are signed by the Project Manager and are part of the contract documents. See Border.

Signed. The term signed indicates that an Adobe Acrobat contract file has been electronically signed by the engineer of record. The PLS Surveyor of record performs electronic signatures as well as "wet" signatures as part of their work. Wet signature indicates signing and dating paper plans in ink.

SMD File. Open Roads Designer file (Survey Manager Database) which contains survey features definitions and associated element and textual settings.

Special Ditch. A standard ditch has a consistent depth so the bottom of ditch elevations run parallel the edge of the shoulder. The bottom of ditch elevations of special ditches are defined by a profile to control the ditch elevations and can be manipulated by the design to provide a desired result.

Spot Elevation. A set of X, Y, Z coordinates representing a point on the terrain model surface. There is no implied relationship between spot elevation points.

State Plane Coordinate System. One of 124 geographic coordinate systems designed for specific regions of the United States. They rely on a simple x,y coordinate system to specify locations rather than latitude and longitude to allow the use of "plane surveying" methods. Also, the system is highly accurate within each zone. Missouri has three state plane zones: East, Central and West. Control surveying is typically performed in the state plane coordinate system. Design and construction work is not performed in the state plane coordinate system but in the modified state plane coordinate system that is project specific. A project specific grid to ground projection factor is used to convert State Plane coordinates to Modified State Plane ground coordinates.

Stationing. Stationing is a system of measurement used for road layout and construction. From the beginning station, and all distances along the roadway centerline are measured from that point using 100 foot stations. The number to the left of the + is the distance in full 100 foot stations and the number to the right of the + is the distance beyond that full station in feet. The station 123+34 is 12,334 feet from the beginning of the alignment.

Superelevation. Superelevation is the rotation of the pavement on the approach to and through a horizontal curve.

Superelevation Lane. The closed area defined by the Open Roads Designer superelevation tools used for the limits of transition calculations and pivoting location.

Superelevation Section. Area along an Open Roads Designer horizontal geometry element, where superelevation will be calculated.

Surface Feature Definitions. The surface feature definition is a property applied to Open Roads Designer terrain model. It determines the default display properties (eg. Contours, triangles, material type)

Surface File. A LandXML, Open Roads Designer tin or other file type that contains only surface information. Typically exported by Survey or Design software for use in another system.

Survey Coordinate File. The comma delimited Survey Coordinate File is prepared by the project’s Professional Land Surveyor of Record and contains project control points.

Survey Report. The Survey Report is prepared by the project’s Professional Land Survey of Record. It is used for documenting the project control metadata and the method in which the topography and terrain information is obtained for a project.

Target Aliasing. Used to create the desired results when working with multiple surfaces without having to edit the template from the template library. Target aliases can also be used so that one corridor can target the solution of another corridor.

Template Drop. An area (usually defined by station limits) along a corridor to which a specific template is applied. The template drop spacing is determined by the designer to provide the accuracy required for the surfaces.

Template Library. An Open Roads Designer file that stores definitions for templates, generally with an ITL file extension.

Template or Civil Template. The configuration in Open Roads Designer that defines the cross sectional shape of the roadway being modeled. This cross-section is then “extruded along” a 3D geometry element to form the final model. The corridor template can create or target features such as road edges. The result is the creation of a corridor.

Template Transition. MoDOT does not currently utilize template transitions. See Parametric Constraints.

Terrain Model. An Open Roads Designer three-dimensional DGN element defined by spots, break lines, voids, holes, contours to model a surface on the earth. The terrain model replaces the .tin file format used before Open Roads Designer SS3.

Topography. A detailed description or representation on a map of the natural and artificial features of an area.

Topolift. A laser scanner mounted on a pickup that is composed of a lift and bridge mechanism. The automated lift operation substantially reduces the drive, stop and setup time compared to tripod-based operations as well as adding additional height for better coverage. The scanner is completely isolated from the pickup during scans.

Trace Slope. Upstream - The indicated path follows the steepest ascent from a user-defined point through the terrain model terminating at a high point or the edge of the terrain model.

Traditional Survey Methods. Traditional surveying includes the use of GPS, total stations, leveling, bathymetry, etc.

UAS. Unmanned Aerial Systems (UAS) is an all encompassing description that encapsulates the aircraft or UAV, the ground-based controller, and the system of communications connecting the two.

UAV. An unmanned aerial vehicle piloted by remote control or onboard computers. See UAS and Drone.

Vertical Alignment. A linear feature in an Open Roads Designer profile model with a special purpose of defining the elevations of an alignment.

Vertical Datum. A vertical datum is a surface of zero elevation to which heights of various points are measured. The vertical datum can be based on sea level (obsolete), an ellipsoid or a geoid model of the earth. The North American Vertical Datum of 1988 (NAVD88) is the current vertical datum for highway design and surveying. Plans produced prior to 1988 and during the transition period were typically based on the National Geodetic Datum of 1929 (NGVD29). See Horizontal Datum.

Vertical Geometry. The elements which define the vertical layout of a corresponding horizontal geometry element. These vertical elements are 2D and are stored in a profile model.

Void. Closed shape representing areas of missing data or obscure areas. No point or break data located within the void area is utilized and no triangles are created inside the void areas. The Void coordinates are included in the triangulation and void lines between successive void coordinates are inserted as drape lines on the surface. Therefore, they do not change the slope or elevations of the surface.

Watershed. Defined by either a low point within the terrain model or a low edge point along the terrain model edge, it's the closed area wherein all water would drain to the low point.

Workspace. A workspace is an Open Roads Designer environment or configuration. Organizations establish a standard workspace to help users comply with standards and increase production speed. It also helps reduce errors caused by using incorrect resources such as fonts, text styles, line styles, seed files and dimension styles.