Changelog: Difference between revisions

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== Major Updates ==
This page contains general descriptions of the changes made to each Manual edition. See [[Revision History]] for detailed changes to each wiki page.


* General - Updated all links to the new Road Design Manual and QC/QA Manual.
== 2022 Revisions==
* [[101- Introduction#101.4.6 Modifications to the Design Manual|101.4.6]] - Added wiki specific manual update information and removed old information.
 
=== Major Updates ===
 
* '''General'''
** Updated all links, references, and form thumbnails to the new Road Design Manual and QC/QA Manual.
** Updated various ASTM and AASHTO material and testing references.
** Updated the term PoDI to include ''Involvement'' rather than the former ''Interest'' per FHWA guidance.
** Replaced the term ''Fracture Critical Member'' and the acronym ''FCM'' with ''Non-redundant Steel Tension Member'' and ''NSTM'' per most recent FHWA guidance.
* [[101- Introduction#101.3 Modifications to the Design Manual|101.3]] - Added wiki specific manual update information, removed old information, and moved section from 101.4.6 to 101.3.
* [[102 - Bridge Design Submission Requirements#102.5.1 Quality Assurance and Quality Control|102.5.1]] - Changed Project Development Process to reference the Bridge specific one.
* [[102 - Bridge Design Submission Requirements#102.5.1 Quality Assurance and Quality Control|102.5.1]] - Changed Project Development Process to reference the Bridge specific one.
* [[102 - Bridge Design Submission Requirements#102.5.5 Chronology of Submissions|102.5.5]] -  Added Concept Plans to the chronology of submissions.
* [[102 - Bridge Design Submission Requirements#102.5.5 Chronology of Submissions|102.5.5]] -  Added Concept Plans to the chronology of submissions.
* [[103_%E2%80%93_Bridge_Geometry_and_Structure_Type_Selection#103.6.2_Abutments_and_Wingwalls|103.6.2]] - Section has been rewritten to include more abutment types and update selection preferences.
* [[103_-_Bridge_Geometry_and_Structure_Type_Selection#103.6.2_Abutments_and_Wingwalls|103.6.2]] - Section has been rewritten to include more abutment types and update selection preferences.
* [[103 %E2%80%93 Bridge Geometry and Structure Type Selection#103.9 Accelerated Bridge Construction|103.9]] - ABC section rewrite.
* [[103 - Bridge Geometry and Structure Type Selection#103.9 Accelerated Bridge Construction|103.9]] - ABC section rewrite.
* [[104_%E2%80%93_Hydrology_and_Hydraulics#104.1.5_Topographic_Survey_and_Extent_of_Hydraulic_Study|104.1.5]] - Updated topographic data and survey information.
* [[104_-_Hydrology_and_Hydraulics#104.1.5_Topographic_Survey_and_Extent_of_Hydraulic_Study|104.1.5]] - Updated topographic data and survey information.
* [[104 – Hydrology and Hydraulics#104.2 Hydrology|104.2]] - Updated to current SIR.
* [[104 – Hydrology and Hydraulics#104.2 Hydrology|104.2]] - Updated to current SIR.
* [[104_%E2%80%93_Hydrology_and_Hydraulics#104.2.4_Methodology_Selection_Guidance|104.2.4]] - Updated hydrologic analysis method selection guidance.
* [[104_-_Hydrology_and_Hydraulics#104.2.4_Methodology_Selection_Guidance|104.2.4]] - Updated hydrologic analysis method selection guidance.
* [[104_%E2%80%93_Hydrology_and_Hydraulics#104.2.5_Design_Flood_Frequency|104.2.5]] - Added evacuation route criteria.
* [[104_-_Hydrology_and_Hydraulics#104.2.5_Design_Flood_Frequency|104.2.5]] - Added evacuation route criteria.
* [[104_%E2%80%93_Hydrology_and_Hydraulics#104.2.6_Confidence_Intervals|104.2.6]] - Revised confidence interval discussion and guidance.
* [[104_-_Hydrology_and_Hydraulics#104.2.6_Confidence_Intervals|104.2.6]] - Revised confidence interval discussion and guidance.
* [[104_%E2%80%93_Hydrology_and_Hydraulics#104.3.4.7_Tidal_Hydraulics_References|104.3.4.7]] - Updated to most recent publication of HEC-25.
* [[104_-_Hydrology_and_Hydraulics#104.3.4.7_Tidal_Hydraulics_References|104.3.4.7]] - Updated to most recent publication of HEC-25.
* [[104_%E2%80%93_Hydrology_and_Hydraulics#104.4.4_Design_Considerations|104.4.4]] - Clarified general scour analysis guidance for rigid frames and substructure footings.
* [[104_-_Hydrology_and_Hydraulics#104.4.4_Design_Considerations|104.4.4]] - Clarified general scour analysis guidance for rigid frames and substructure footings.
* [[104_%E2%80%93_Hydrology_and_Hydraulics#104.4.5_Scour_Countermeasures|104.4.5]] - Revised scour countermeasure design guidance for rigid frames.
* [[104_-_Hydrology_and_Hydraulics#104.4.5_Scour_Countermeasures|104.4.5]] - Revised scour countermeasure design guidance for rigid frames.
* [[104_%E2%80%93_Hydrology_and_Hydraulics#104.4.5.1_Riprap_Protection|104.4.5.1]] - Added guidance for larger riprap alternatives.
* [[104_-_Hydrology_and_Hydraulics#104.4.5.1_Riprap_Protection|104.4.5.1]] - Added guidance for larger riprap alternatives.
* [[104_%E2%80%93_Hydrology_and_Hydraulics#104.5.4_Stream_Diversions|104.5.4]] - Revised pump diversion guidance.
* [[104_-_Hydrology_and_Hydraulics#104.5.4_Stream_Diversions|104.5.4]] - Revised pump diversion guidance.
* [[104_%E2%80%93_Hydrology_and_Hydraulics#104.5.2_Bank_Protection|104.5.2]] - Removed outdated riprap sizing figure.  Updated bank protection references.
* [[104_-_Hydrology_and_Hydraulics#104.5.2_Bank_Protection|104.5.2]] - Removed outdated riprap sizing figure.  Updated bank protection references.
* [[104_%E2%80%93_Hydrology_and_Hydraulics#104.8_Laws,_Policy,_Regulations_and_Permits|104.8]] - Removed outdated reference to PDM.
* [[104_-_Hydrology_and_Hydraulics#104.8_Laws,_Policy,_Regulations_and_Permits|104.8]] - Removed outdated reference to PDM.
* [[104_%E2%80%93_Hydrology_and_Hydraulics#104.9_References|104.9]] - Updated References.
* [[104_-_Hydrology_and_Hydraulics#104.9_References|104.9]] - Updated References.
* [[106 - Final Design Consideration - Superstructure#106.3.1.2 Distribution of Dead Loads|106.3.1.2]] - Added preference to minimize differential deflection between beams and warning about differential deflection at time of deck pour.
* [[106 - Final Design Consideration - Superstructure#106.4.2.4 Deck Haunch|106.4.2.4]] - Added statement about differential deflection between beams when calculating haunch dimensions.
* [[106 - Final Design Consideration - Superstructure#106.4.2.4 Deck Haunch|106.4.2.4]] - Corrected haunch reinforcement verbiage.
* [[106 - Final Design Consideration - Superstructure#106.5.2 Bridge Barrier Design Considerations|106.5.2]] - Added guidance on slip-forming barrier.
* [[106 - Final Design Consideration - Superstructure#106.5.2 Bridge Barrier Design Considerations|106.5.2]] - Added guidance on slip-forming barrier.
* [[106 - Final Design Consideration - Superstructure#106.8.7.1.3 Paint Color|106.8.7.1.3]] - Changed paint colors for structural steel.
* [[106 - Final Design Consideration - Superstructure#106.8.7.1.3 Paint Color|106.8.7.1.3]] - Changed paint colors for structural steel.
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* [[109_-_Bridge_Preservation_Strategies#109.11.3.3_Underwater_and_Splash-Zone_Repairs|109.11.3.3]] - Added splash zone definition.
* [[109_-_Bridge_Preservation_Strategies#109.11.3.3_Underwater_and_Splash-Zone_Repairs|109.11.3.3]] - Added splash zone definition.
* [[205_-_Concrete_Structures#205.9.2.3.2b_%E2%80%93_Tensile_Stresses|205.9.2.3.2b]] - Added departmental preferences for tensile stress limits of prestressed concrete beams.
* [[205_-_Concrete_Structures#205.9.2.3.2b_%E2%80%93_Tensile_Stresses|205.9.2.3.2b]] - Added departmental preferences for tensile stress limits of prestressed concrete beams.
* [[300 - Typical Bridge Design Detail|Section 300]] revisions:
** Added reference to specific designer notes throughout all details.
** Revised details (click for individual changelogs):<br />[[:Category:Detail 301.01|301.01]] | [[:Category:Detail 301.03|301.03]] | [[:Category:Detail 301.04|301.04]]<br />[[:Category:Detail 305.02|305.02]]<br />[[:Category:Detail 310.01|310.01]] | [[:Category:Detail 310.02|310.02]]<br />[[:Category:Detail 315.01|315.01]]<br />[[:Category:Detail 325.01|325.01]] | [[:Category:Detail 325.02|325.02]] | [[:Category:Detail 325.03|325.03]] | [[:Category:Detail 325.04|325.04]] | [[:Category:Detail 325.05|325.05]]<br />[[:Category:Detail 330.02|330.02]] | [[:Category:Detail 330.03|330.03]]<br />[[:Category:Detail 335.01|335.01]] | [[:Category:Detail 335.02|335.02]]<br />[[:Category:Detail 345.01|345.01]]<br />[[:Category:Detail 350.01|350.01]] | [[:Category:Detail 355.01|355.01]] | [[:Category:Detail 360.01|360.01]]
=== Minor Updates ===
* Adjusted [[Table of Contents]] for new and moved sections
* Section 300:
** Renamed all pdf files to follow naming convention <code>Detail XXX.XX.pdf</code>.
** Uploaded all dgn files following same naming convention as pdf files.
** Categorized all pdf and dgn files in [[:Category:300 - Typical Bridge Design Details]].
* Various formatting fixes
* Renamed (wiki move) articles for consistency (redirects maintain current links):
** Moved <code>101- Introduction</code> to <code>101 - Introduction</code>.
** Moved <code>103 – Bridge Geometry and Structure Type Selection</code> to <code>103 - Bridge Geometry and Structure Type Selection</code> (hyphen).
** Moved <code>104 – Hydrology and Hydraulics</code> to <code>104 - Hydrology and Hydraulics</code> (hyphen).


== Minor Updates ==
== Pre-2022 Revisions ==
* Adjusted TOC for new sections
Before the 2022 revision, the manual was maintained in PDF format revisions were tracked in an [[Media:Archive bdm revision tracker.xlsx|Excel spreadsheet]].
* Section 300 - Renamed all pdf files.

Revision as of 11:28, 12 December 2022

This page contains general descriptions of the changes made to each Manual edition. See Revision History for detailed changes to each wiki page.

2022 Revisions

Major Updates

  • General
    • Updated all links, references, and form thumbnails to the new Road Design Manual and QC/QA Manual.
    • Updated various ASTM and AASHTO material and testing references.
    • Updated the term PoDI to include Involvement rather than the former Interest per FHWA guidance.
    • Replaced the term Fracture Critical Member and the acronym FCM with Non-redundant Steel Tension Member and NSTM per most recent FHWA guidance.
  • 101.3 - Added wiki specific manual update information, removed old information, and moved section from 101.4.6 to 101.3.
  • 102.5.1 - Changed Project Development Process to reference the Bridge specific one.
  • 102.5.5 - Added Concept Plans to the chronology of submissions.
  • 103.6.2 - Section has been rewritten to include more abutment types and update selection preferences.
  • 103.9 - ABC section rewrite.
  • 104.1.5 - Updated topographic data and survey information.
  • 104.2 - Updated to current SIR.
  • 104.2.4 - Updated hydrologic analysis method selection guidance.
  • 104.2.5 - Added evacuation route criteria.
  • 104.2.6 - Revised confidence interval discussion and guidance.
  • 104.3.4.7 - Updated to most recent publication of HEC-25.
  • 104.4.4 - Clarified general scour analysis guidance for rigid frames and substructure footings.
  • 104.4.5 - Revised scour countermeasure design guidance for rigid frames.
  • 104.4.5.1 - Added guidance for larger riprap alternatives.
  • 104.5.4 - Revised pump diversion guidance.
  • 104.5.2 - Removed outdated riprap sizing figure. Updated bank protection references.
  • 104.8 - Removed outdated reference to PDM.
  • 104.9 - Updated References.
  • 106.3.1.2 - Added preference to minimize differential deflection between beams and warning about differential deflection at time of deck pour.
  • 106.4.2.4 - Added statement about differential deflection between beams when calculating haunch dimensions.
  • 106.4.2.4 - Corrected haunch reinforcement verbiage.
  • 106.5.2 - Added guidance on slip-forming barrier.
  • 106.8.7.1.3 - Changed paint colors for structural steel.
  • 106.8.9.1.2 - Updated wind loading design requirements.
  • 106.8.9.1.3 - Updated fit condition guidance for cross-frames.
  • 106.9.7 - Inserted new section to refer to the new section 205.9.2.3.2b.
  • 106.10.9.1 - Deleted language redundant with the Standard Specifications and welding code.
  • 107.3 - Updated sub-foundation concrete depth to rock.
  • 107.3.2 - Added guidance for spread footings partially bearing on rock.
  • 107.3.5.3 - Adjusted MSEW step heights.
  • 107.4.1 - Rewrite of Semi-integral and Integral abutment sections.
  • 107.6.1 - Added guardrail clearances from MSE walls.
  • 108 - Replaced all of section 108 with reference to the BLRM.
  • 109.11.3.3 - Added splash zone definition.
  • 205.9.2.3.2b - Added departmental preferences for tensile stress limits of prestressed concrete beams.
  • Section 300 revisions:

Minor Updates

  • Adjusted Table of Contents for new and moved sections
  • Section 300:
    • Renamed all pdf files to follow naming convention Detail XXX.XX.pdf.
    • Uploaded all dgn files following same naming convention as pdf files.
    • Categorized all pdf and dgn files in Category:300 - Typical Bridge Design Details.
  • Various formatting fixes
  • Renamed (wiki move) articles for consistency (redirects maintain current links):
    • Moved 101- Introduction to 101 - Introduction.
    • Moved 103 – Bridge Geometry and Structure Type Selection to 103 - Bridge Geometry and Structure Type Selection (hyphen).
    • Moved 104 – Hydrology and Hydraulics to 104 - Hydrology and Hydraulics (hyphen).

Pre-2022 Revisions

Before the 2022 revision, the manual was maintained in PDF format revisions were tracked in an Excel spreadsheet.

Retrieved from "https://bridgedesignmanual.deldot.gov/index.php?title=Changelog&oldid=2320"