Changelog: Difference between revisions
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== Major Updates == | == Major Updates == | ||
* [[101- Introduction#101.4.6 Modifications to the Design Manual|101.4.6]] - Added wiki specific manual update information and removed old information. | |||
* [[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_%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 %E2%80%93 Bridge Geometry and Structure Type Selection#103.9 Accelerated Bridge Construction|103.9]] - ABC section rewrite. | * [[103 %E2%80%93 Bridge Geometry and Structure Type Selection#103.9 Accelerated Bridge Construction|103.9]] - ABC section rewrite. | ||
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* [[107_-_Final_Design_Considerations_-_Substructure#107.4.1_Abutment_Design|107.4.1]] - Rewrite of Semi-integral and Integral abutment sections. | * [[107_-_Final_Design_Considerations_-_Substructure#107.4.1_Abutment_Design|107.4.1]] - Rewrite of Semi-integral and Integral abutment sections. | ||
* [[107_-_Final_Design_Considerations_-_Substructure#107.6.1_Mechanically_Stabilized_Earth_Walls|107.6.1]] - Added guardrail clearances from MSE walls. | * [[107_-_Final_Design_Considerations_-_Substructure#107.6.1_Mechanically_Stabilized_Earth_Walls|107.6.1]] - Added guardrail clearances from MSE walls. | ||
* [[108 - Bridge Load Rating|108]] - Replaced section 108 with reference to the BLRM. | * [[108 - Bridge Load Rating|108]] - Replaced all of section 108 with reference to the BLRM. | ||
* [[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. | ||
Revision as of 16:33, 14 October 2022
Major Updates
- 101.4.6 - Added wiki specific manual update information and removed old information.
- 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.
- 106.5.2 - 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.
- 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.
Minor Updates
- Adjusted TOC for new sections