Changelog: Difference between revisions
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(Added 104.2 revisions.) |
(Added 104.4 Revisions.) |
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* [[104_%E2%80%93_Hydrology_and_Hydraulics#104.2.6_Confidence_Intervals|104.2.6]] - Revised confidence interval discussion and guidance. | * [[104_%E2%80%93_Hydrology_and_Hydraulics#104.2.6_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_%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_%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_%E2%80%93_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_%E2%80%93_Hydrology_and_Hydraulics#104.5.4_Stream_Diversions|104.5.4]] - Revised pump diversion guidance. | * [[104_%E2%80%93_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* [[104_%E2%80%93_Hydrology_and_Hydraulics#104.5.2_Bank_Protection|104.5.2]] - Removed outdated riprap sizing figure.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 | * [[104_%E2%80%93_Hydrology_and_Hydraulics#104.5.2_Bank_Protection|104.5.2]] - Removed outdated riprap sizing figure. Updated bank protection references. | ||
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* [[106_-_Final_Design_Consideration_-_Superstructure#106.9.7_Tensile_Stresses_at_Service_Limit_State_After_Losses|106.9.7]] - Inserted new section to refer to the new section 205.9.2.3.2b. | * [[106_-_Final_Design_Consideration_-_Superstructure#106.9.7_Tensile_Stresses_at_Service_Limit_State_After_Losses|106.9.7]] - Inserted new section to refer to the new section 205.9.2.3.2b. | ||
* [[107_-_Final_Design_Considerations_-_Substructure#107.3_Foundation_Design|107.3]] - Updated sub-foundation concrete depth to rock. | * [[107_-_Final_Design_Considerations_-_Substructure#107.3_Foundation_Design|107.3]] - Updated sub-foundation concrete depth to rock. | ||
* [[107_-_Final_Design_Considerations_-_Substructure#107.3.2_Spread_Footing_Foundations|107.3.2]] - Added guidance for spread footings partially bearing on rock. | |||
* [[107_-_Final_Design_Considerations_-_Substructure#107.3.5.3_Stepped_Footings|107.3.5.3]] - Adjusted MSEW step heights. | * [[107_-_Final_Design_Considerations_-_Substructure#107.3.5.3_Stepped_Footings|107.3.5.3]] - Adjusted MSEW step heights. | ||
* [[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. |
Revision as of 15:26, 14 October 2022
Major Updates
- 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 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