Changelog: Difference between revisions

From Delaware DOT Bridge Design Manual
Jump to navigation Jump to search
(Added link to revision history.)
(Added items.)
(2 intermediate revisions by the same user not shown)
Line 8: Line 8:
** Updated all links, references, and form thumbnails to the new Road Design Manual and QC/QA Manual.
** 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 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.
* [[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.
Line 42: Line 47:
* [[300 - Typical Bridge Design Detail|Section 300]] revisions:
* [[300 - Typical Bridge Design Detail|Section 300]] revisions:
** Added reference to specific designer notes throughout all details.
** 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 335.02|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]]
** 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 ===
=== Minor Updates ===

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"