Difference between revisions of "Recent Policy Changes in the EPG"

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'''[[media:134_5_1_1_2021.xlsx|Fig. 134.5.1.1, Blank Consultant Invoice]]'''
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4/8/21: The latest version of the Blank Consultant Invoice is available.  Guidance for this invoice has also been changed from life of the contract to life of the invoicing period. [[:Category:134 Engineering Professional Services#Workforce Diversity Verification|134.5.1.1 Workforce Diversity Verification]].
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|valign="top" cellspacinepgg="0" cellpadding="5" style="border: 1px solid #74BAAC; background:#DCEDEA"|
 
|valign="top" cellspacinepgg="0" cellpadding="5" style="border: 1px solid #74BAAC; background:#DCEDEA"|
'''[[236.4 Description Writing and Titles#236.4.5.5 Right of Entry|EPG 236.4.5.5 Right of Entry]]'''
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'''[[751.1 Preliminary Design#Common Bridge Barrier and Railing (for Rehabilitations)|EPG 751.1.3.4 Barrier or Railing Type, Height and Guidelines for Curb Blockouts]]'''
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4/6/21: In the Thrie Beam notes of the Common Bridge Barrier and Railing (for Rehabilitations) table, guidance has been updated to restrict the use of MGS approach rail with non-blocked thrie beam bridge rail.
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'''[[media:134.2.2.5.3 2021.docx|Fig. 134.2.2.5.3, Consultant Selection Approval Letter]]'''
  
2/19/21: New Right of Entry guidance is available for when and how this agreement (RW21) should be used.  
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4/2/21: The latest version of the Consultant Selection Approval Letter is available. Guidance for this letter has also been clarified in [[:Category:134 Engineering Professional Services#Each member of the selection team|EPG 134.2.2.5 Solicitation and Selection Step 5 – Selection of Consultant]].
  
'''[[238.2 Land Surveying#The signature and seal of the PLS|EPG 238.2.17 Professional Land Surveyor Review]]'''
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'''Prestressed Beams'''
  
2/19/21: Guidance was updated to reflect the legal requirement that permanent easements must be signed and sealed by the PLS.
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4/2/21: New [[751.21 Prestressed Concrete Slab and Box Beams|EPG 751.21 Prestressed Concrete Slab and Box Beams]] is available to provide guidance for designing beams. [[751.1 Preliminary Design#751.1.2.4 Skew Angle|EPG 751.1.2.4 Skew Angle]], [[751.1 Preliminary Design#751.1.2.7 Structure Type Selection|EPG 751.1.2.7 Structure Type Selection]], [[751.10 General Superstructure#751.10.1.14 Girder and Beam Haunch Reinforcement|EPG 751.10.1.14 Girder and Beam Haunch Reinforcement]], [[751.22 Prestressed Concrete I Girders#751.22.1.2 Geometric Dimensions|751.22.1.2 Geometric Dimensions]], [[751.22 Prestressed Concrete I Girders#751.22.1.4.2 Girder Length and Geometric Layout|EPG 751.22.1.4.2 Girder Length and Geometric Layout]], [[751.22 Prestressed Concrete I Girders#751.22.2.4 Shear|EPG 751.22.2.4 Shear ]], [[751.22 Prestressed Concrete I Girders#751.22.3.8 Camber, Haunching, and Stepping and Sloping of Top Flange Camber|EPG 751.22.3.8 Camber, Haunching, and Stepping and Sloping of Top Flange Camber]] and several notes in [[751.50 Standard Detailing Notes|EPG 751.50 Standard Detailing Notes]] were updated to correspond to the new guidance in EPG 751.21 Prestressed Concrete Slab and Box Beams. Also, retitled/re-numbered EPG 751.20 Continuous Concrete Slab Bridges as [[751.17 Concrete Slab Bridges|EPG 751.17 Concrete Slab Bridges]], EPG 751.21 Concrete Box Girders as [[751.18 Concrete Multicell Box Girder Bridges|EPG 751.18 Concrete Multicell Box Girder Bridges]], EPG 751.22 P/S Concrete I Girders as [[751.22 Prestressed Concrete I Girders|EPG 751.22 Prestressed Concrete I Girders]], EPG 751.23 P/S Concrete Double Tee as [[751.23 Prestressed Concrete Double Tee Girders|EPG 751.23 Prestressed Concrete Double Tee Girders]] and EPG 751.40 Widening and Repair (LFD and Not Updated) as [[751.40 LFD Widening and Repair|EPG 751.40 LFD Widening and Repair]].  
  
'''[[147.3 Job Order Contracting (JOC)|EPG 147.3 Job Order Contracting (JOC)]]'''
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'''[[:Category:501 Concrete#501.1.3.5 Compressive Strength|EPG 501.1.3.5 Compressive Strength]]'''
  
2/18/21: The opening paragraph has been updated because the FHWA has incorporated their Final Rule for ID/IQ projects into 23 CFR 635 Subpart F. JOCs are a procurement means for delivering ID/IQ projects.
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3/26/21:  Guidance about curing and testing procedures for cores and cylinders in projects with paving and structures has been clarified.
  
'''[[media:902.5.8.3.1 checklist.xlsx|Statewide Signal/Lighting/Flasher Preventive Maintenance Checklist]]'''
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'''[[751.50 Standard Detailing Notes#(H5.7)|EPG 751.50 Standard Detailing Notes]]'''
  
2/17/21: This new Highway Safety/Traffic checklist is available at [[:Category:101 Standard Forms#Highway Safety/Traffic|EPG 101 Standard Forms]] and [[902.5 Traffic Control Signal Features (MUTCD Chapter 4D)#5. Preventive Maintenance|EPG 902.5.8.4 Record Keeping]].
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3/25/21: This note was updated to clarify the procedure for making holes for a finger plate connection.
  
'''[[237.13 Contract Plan File Name Convention#237.13.1 Design Contract Plans|EPG 237.13.1 Design Contract Plans]]'''
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'''[[:Category:129 Public Involvement#129.3 “Virtual” Public Involvement (VPI)|EPG 129.3 “Virtual” Public Involvement (VPI)]]'''
  
2/17/21: Clarified guidance about how to name contract plan files when typical sections are not included in the plans.
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3/24/21: Guidance has been placed in a box here and in [[:Category:129 Public Involvement#129.6 Public Hearing|EPG 129.6 Public Hearing]] stating that the FHWA will temporarily allow all public involvement activities previously conducted in person to exclusively use virtual techniques.
  
'''[[127.1 Request for Environmental Services#127.1.2.1 Location/Conceptual Plan Stage|EPG 127.1.2.1 Location/Conceptual Plan Stage]]'''
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'''[[236.16 Outdoor Advertising#If the cut area is located|EPG 236.16.15 Vegetation Removal]]'''
  
2/11/21: Guidance was clarified that NEPA can be approved at location/conceptual plan stage for simple projects but occurs later for more complicated projects.
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3/24/21: Guidance has been updated to current practice.  
  
'''[[:Category:134 Engineering Professional Services#134.3.2 Fixed Fee Review|EPG 134.3.2 Fixed Fee Review]]'''
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'''[[:Category:108 Prosecution and Progress#Subletting Limitation|EPG 108.1.1 Review and Approval of a Subcontract Request]]'''
  
2/9/10: Guidance has been clarified (for instance, Facilities Capital Cost of Money Rate is not included in the fixed fee calculation).
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3/23/21: New guidance is available about when subletting requirements can be adjusted.
  
'''Open Cell Foam Joint and Preformed Compression Joint'''
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'''[[:Category:109 Measurement and Payment#109.12.3.2 Description, Reason and Supporting Documentation|EPG 109.12.3.2 Description, Reason and Supporting Documentation]]'''
  
2/8/21: Guidance for open cell foam joint seal and updated preformed compression seal for revised manufacturer data was implemented in [[751.13 Expansion Joint Systems#751.13.1.1.12 Expansion Type Selection Table|EPG 751.13.1.1.12 Expansion Type Selection Table]], [[751.13 Expansion Joint Systems#751.13.2 Preformed Silicone, EPDM, and Open Cell Foam Joint Seals|EPG 751.13.2 Preformed Silicone, EPDM, and Open Cell Foam Joint Seals]], [[751.13 Expansion Joint Systems#751.13.3 Preformed Compression Seal Expansion Joint System|EPG 751.13.3 Preformed Compression Seal Expansion Joint System]]. In [[751.50 Standard Detailing Notes#H5. Expansion Joint Systems|EPG 751.50 Standard Detailing Notes, H5. Expansion Joint Systems]], preformed compression joint notes were updated and in [[751.50 Standard Detailing Notes#H5f. Open Cell Foam Joint Seal (Notes for Bridge Standard Drawings)|H5f. Open Cell Foam Joint Seal]], new notes for Bridge Standard Drawings were added.
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3/19/21: This new guidance is available for addressing time adjustment change orders as well as the supporting documentation.
  
'''[[751.22 P/S Concrete I Girders#751.22.1.4 Span and Structure Lengths|EPG 751.22.1.4 Span and Structure Lengths]]'''
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'''[[903.14 Memorial Signs#903.14.1 Memorial Designation Programs|EPG 903.14.1 Memorial Designation Programs]]'''
  
2/4/21: Guidance has been added that limits span lengths to 105 ft. for Type 6 girders due to stability issues arising from lengths greater than this length.
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3/17/21: New Memorial Designation Programs guidance is now available for statewide uniformity.
  
'''EPG 751.50 Standard Detailing Notes'''
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'''Pier Protection'''
  
2/2/21: The coating requirements for Grade 50 W steel sole plate were clarified in the [[751.50 Standard Detailing Notes#Use the following note when ASTM A709 Grade 50W steel|notes associated with Standard Detailing H3.29.1]] and [[751.50 Standard Detailing Notes#(H3.49.1) Use when ASTM A709 Grade 50W steel|H3.49.1]] as well as the Standard Detailing Notes H3.29.1 and H2.49.1 themselves.
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3/15/21: In [[751.2 Loads#Vehicular Collision Force, CT|EPG 751.2.2.6 Other Loads]], [[751.31 Open Concrete Intermediate Bents#751.31.2.2 Loads|EPG 751.31.2.2 Loads]] and [[751.31 Open Concrete Intermediate Bents#751.31.3.2 Column|EPG 751.31.3.2 Column]], pier protection guidance was updated to reflect the latest AASHTO collision requirements and MoDOT exceptions.
  
'''[[231.4 Shoulder Width#231.4.2 Pavement Resurfacing and Rehabilitation Projects|EPG 231.4.2 Pavement Resurfacing and Rehabilitation Projects]] and [[231.4 Shoulder Width#231.4.3 Shoulder Widening Projects|EPG 231.4.3 Shoulder Widening Projects]]'''
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'''[[751.10 General Superstructure|EPG 751.10 General Superstructure]]'''
  
2/1/21: Guidance has been revised to standardize the construction of shoulder widening projects across all the districts.  This revision also establishes that Type A2 and Type A3 shoulders are used only in conjunction with the construction of new pavement. [[231.4 Shoulder Width#231.4.3 Shoulder Widening Projects|EPG 231.4.3 Shoulder Widening Projects]] replaces the former non-numbered article, [[:Category:Minor Routes Shouldering Project Guidelines|EPG Minor Routes Shouldering Project Guidelines]].
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3/12/21: Deck cantilever design guidance for the MASH Type D and H barriers is now available in EPG 751.10, particularly in [[751.10 General Superstructure#751.10.1.3 Loads|EPG 751.10.1.3 Loads]].  
  
'''[[231.2 Clear Zones|EPG 231.2 Clear Zones]]'''
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'''[[#751.1.3.4 Barrier or Railing Type, Height and Guidelines for Curb Blockouts|EPG 751.1.3.4 Barrier or Railing Type, Height and Guidelines for Curb Blockouts]]'''
  
2/1/21: Guidance now incorporates additional ''Roadside Design Guide'' (RDG) verbiage, RDG tables, and recommends a safety analysis as a means of documenting decisions for safety strategies.
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3/12/21: Guidance has been updated for the use of MASH and NCHRP 350 barrier and rail.  
  
'''Early Acquisition and Advance Acquisition'''
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'''[http://epg.modot.mo.gov/forms/CM/AWP_QRG_Revision_Dates.xlsx AWP QRG Revision Dates]'''
  
1/27/21: New [[127.14 National Environmental Policy Act (NEPA) Classification and Documents#127.14.3.7 Early and Advanced Acquisition of Right of Way|EPG 127.14.3.7 Early and Advanced Acquisition of Right of Way]] and extensively updated [[236.3 Administration#236.3.4 Right of Way Acquisition Authority and Project Funding|EPG 236.3.4 Right of Way Acquisition Authority and Project Funding]] (especially [[236.3 Administration#236.3.4.4 Early and Advance Acquisition|EPG 236.3.4.4 Early and Advance Acquisition]]) now present guidance that match new FHWA requirements.
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3/9/21: For the convenience of readers, AWP QRG Revision Dates information has been added to [[:Category:101 Standard Forms#AASHTOWare Project Quick Reference Guides (QRGs)|EPG 101, AASHTOWare Project Quick Reference Guides (QRGs)]].
  
'''[[616.6 Temporary Traffic Control Zone Devices (MUTCD 6F)#616.6.2.2 Flags and Advance Warning Rail System on Signs|EPG 616.6.2.2 Flags and Advance Warning Rail System on Signs]]'''
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'''[[:Category:105 Control of Work#105.15.1 Partial Acceptance|EPG 105.15.1 Partial Acceptance]]'''
  
1/26/21: Guidance about when to use flags on signs has been clarified.
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3/8/21: New, clarifying guidance is now available for partial acceptance.
  
'''QRG, [[:Category:101 Standard Forms#AWP CO Estimate Final|AWP CO Estimate Final]]'''
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'''Public Involvement when Considering Roundabouts and J-Turns'''
  
1/22/21: A new QRG, [http://epg.modot.mo.gov/forms/CM/AWP_CO_Estimate_Final.doc AASHTOWare Final Project Estimate], is available.  
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3/5/21: Guidance was expanded in [[233.2 At-Grade Intersections with Stop and Yield Control#Public acceptance|EPG 233.2.6 Type 4: Directional Median Opening with Downstream U-Turns]] and [[233.3 Roundabouts#Public acceptance|EPG 233.3 Roundabouts]] to draw additional attention to the benefits of public involvement for J-Turn and roundabout designs.
  
'''[[751.50 Standard Detailing Notes#(I1.71) Use|EPG 751.50 Standard Detailing Notes]]'''
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'''[[616.6 Temporary Traffic Control Zone Devices (MUTCD 6F)#Sign Display|EPG 616.6.61 Arrow Boards]]'''
  
1/22/21: A new Standard Detailing Note, I1.71, replaces a detail on Bridge Std. Dwg. REDECK01.
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3/4/21: The Sign Display table was revised to show that the Work Type for Flashing Double Arrows is both Stationary and Mobile Operations, not just Stationary.  
  
'''[[:Category:129 Public Involvement#If a virtual event|EPG 129.3 “Virtual” Public Involvement (VPI)]]'''
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'''[http://sp/sites/de/epg/Lists/EPGResponse/Attachments/1477/80013901-MoDOT-Dos%20and%20Donts%20in%20Construction%20Zones%20flier_11x17_FINAL.pdf Quality Standards for Temporary Traffic Control Devices]'''
  
1/21/21: Additional guidance related to recording and posting virtual events is now available.
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3/2/21: This new work zone flyer highlights the top deficiencies noticed in MoDOT work zones. Also, guidance for TTCD retroreflectivity has been expanded in [[616.19 Quality Standards for Temporary Traffic Control Devices#616.19.2.1 General|EPG 616.19.2.1 General]].
  
'''[[751.5 Structural Detailing Guidelines#751.5.1.1.1 CAD Levels|EPG 751.5.1.1.1 CAD Levels]]'''
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'''Buy America Requirements'''
  
1/20/21: Two levels used for internal editorial purposes were added to the list of Bridge CADD levelsAlso added were some basic instructions for printing editorial content in color on an otherwise black and white print drawing.
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2/25/21: Guidance in [[106.9 Buy America Requirement#As of March 1, 2021|EPG 106.9 Buy America Requirement]] and [[106.21 Summary of Materials Inspected#106.21.1.1 Summary Packet of Materials Inspected|EPG 106.21.1.1 Summary Packet of Materials Inspected]] was added to utilize NTPEP compliance that AASHTO already has in place for programmatic acceptance of Buy AmericaIt significantly reduces paperwork and effort from suppliers, contractors, MoDOT and FHWA.  
  
'''[[:Category:107 Legal Relations and Responsibility to the Public#107.12 Contractor's Responsibility for Work|EPG 107.12 Contractor's Responsibility for Work]]'''
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'''EPG 751.50 Standard Detailing Notes'''
  
1/12/21: Several scenarios have been provided to clarify guidance.
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2/23/21: Several [[751.50 Standard Detailing Notes#H3. Bearings|H3. Bearings]] notes were updated to clarify sole plate and anchor bolt coating requirements when superstructure is galvanized. Two notes, [[751.50 Standard Detailing Notes#(H3.29.2)|H3.29.2]] and [[751.50 Standard Detailing Notes#(H3.49.2)|H3.49.2]], were added.
  
'''[[:Category:109 Measurement and Payment#109.12 Change Orders|EPG 109.12 Change Orders]]'''
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'''School Speed Limit'''
  
1/7/21: Guidance has been clarified via a general re-write.
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2/22/21: Guidance for when to install a school speed limit flasher assembly was updated in [[902.12 Flashing Beacons (MUTCD Chapter 4L)#902.12.7 Procedures for Advance Beacon Installations by Outside Parties|EPG 902.12.7 Procedures for Advance Beacon Installations by Outside Parties]]. The guidance for the SPEED LIMIT XX WHEN FLASHING sign is now available in [[903.18 Signing for School Areas#903.18.14 School Speed Limit Flasher Assembly (S5-1) and END SCHOOL SPEED LIMIT Sign (S5-3) (MUTCD Section 7B.15)|EPG 903.18.14 School Speed Limit Flasher Assembly (S5-1) and END SCHOOL SPEED LIMIT Sign (S5-3)]].  New guidance about stopping for school buses loading or unloading children is available in [[903.18 Signing for School Areas#903.18.16 STOP FOR SCHOOL BUS LOADING OR UNLOADING CHILDREN STATE LAW (Special R0-1), ALL LANES (Special W0-1) Signing|EPG 903.18.16 STOP FOR SCHOOL BUS LOADING OR UNLOADING CHILDREN STATE LAW (Special R0-1), ALL LANES (Special W0-1) Signing]].
  
'''[[:Category:712 Structural Steel Construction#712.1.4.1.3 Shear Connector Welding|EPG 712.1.4.1.3 Shear Connector Welding]]'''
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'''Accessible Pedestrian Signal'''
  
1/4/21: Guidance updated to clarify shear connector welding requirements.
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2/22/21: In [[902.6 Pedestrian Control Features (MUTCD Chapter 4E)#902.6.9 Accessible Pedestrian Signals and Detectors – General (MUTCD Section 4E.09)|EPG 902.6.9 Accessible Pedestrian Signals and Detectors – General  through EPG 902.6.15 Post-installation Checklist of Accessible Pedestrian Signals and Maintenance]], guidance about Accessible Pedestrian Signals (APS) for the visually impaired has been expanded.  Standards and support are now provided for APS locations, walk indications, tactile arrows, locator tones, and extended pushbutton press features.  A [[media:902.6.15.1 checklist.xlsx|post-installation checklist]] has also been provided.  Pages 15 and 16 of the [[media:136.9.4 2021.docx|ADA Checklist]] was also updated in [[:Category:101 Standard Forms#Construction and Materials|EPG 101  Standard Forms]], [[LPA:136.9 Plans, Specs and Estimates (PSE)|EPG 136.9 Plans, Specs and Estimates (PSE)]], and [[642.8 Sidewalk Design Criteria|EPG 642.8 Sidewalk Design Criteria]].  
  
'''[[231.8 Bridge Width|EPG 231.8 Bridge Width]]'''
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'''[[236.4 Description Writing and Titles#236.4.5.5 Right of Entry|EPG 236.4.5.5 Right of Entry]]'''
  
12/31/20: Guidance now reflects the latest practice of a 24 ft. minimum width.
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2/19/21: New Right of Entry guidance is available for when and how this agreement (RW21) should be used.  
  
'''[[:Category:712 Structural Steel Construction#712.1.5.4 Bolt Testing and Verification|EPG 712.1.5.4 Bolt Testing and Verification]]'''
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'''[[238.2 Land Surveying#The signature and seal of the PLS|EPG 238.2.17 Professional Land Surveyor Review]]'''
  
12/31/20: New guidance for bolt testing and verification is now available.
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2/19/21: Guidance was updated to reflect the legal requirement that permanent easements must be signed and sealed by the PLS.
  
'''[[751.50 Standard Detailing Notes#(A1.4) Standard Plans:|EPG 751.50 Standard Detailing Notes, A1.4 Standard Plans]]'''
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'''[[147.3 Job Order Contracting (JOC)|EPG 147.3 Job Order Contracting (JOC)]]'''
  
12/30/20: A new Standard Detailing Note A1.4, listing applicable standard plans, is now available. In [[751.5 Structural Detailing Guidelines#751.5.1.5 Order of Plan Sheets|EPG 751.5.1.5 Order of Plan Sheets]], updates to the order of plan sheets were madeIn [[751.5 Structural Detailing Guidelines#751.5.2.1.3 Information Blocks|EPG 751.5.2.1.3 Information Blocks]], references to standard plans in the title block was removed.  
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2/18/21: The opening paragraph has been updated because the FHWA has incorporated their Final Rule for ID/IQ projects into 23 CFR 635 Subpart FJOCs are a procurement means for delivering ID/IQ projects.
  
'''[[:Category:712 Structural Steel Construction#712.1.4.1.4 Acceptable Field Welding Processes|EPG 712.1.4.1.4 Acceptable Field Welding Processes]]'''
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'''[[media:902.5.8.3.1 checklist.xlsx|Statewide Signal/Lighting/Flasher Preventive Maintenance Checklist]]'''
  
12/23/20: Clarified the field welding procedure that uses flux cored arc welding and shielded metal arc welding.
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2/17/21: This new Highway Safety/Traffic checklist is available at [[:Category:101 Standard Forms#Highway Safety/Traffic|EPG 101 Standard Forms]] and [[902.5 Traffic Control Signal Features (MUTCD Chapter 4D)#5. Preventive Maintenance|EPG 902.5.8.4 Record Keeping]].

Revision as of 13:18, 8 April 2021

Fig. 134.5.1.1, Blank Consultant Invoice

4/8/21: The latest version of the Blank Consultant Invoice is available. Guidance for this invoice has also been changed from life of the contract to life of the invoicing period. 134.5.1.1 Workforce Diversity Verification.

EPG 751.1.3.4 Barrier or Railing Type, Height and Guidelines for Curb Blockouts

4/6/21: In the Thrie Beam notes of the Common Bridge Barrier and Railing (for Rehabilitations) table, guidance has been updated to restrict the use of MGS approach rail with non-blocked thrie beam bridge rail.

Fig. 134.2.2.5.3, Consultant Selection Approval Letter

4/2/21: The latest version of the Consultant Selection Approval Letter is available. Guidance for this letter has also been clarified in EPG 134.2.2.5 Solicitation and Selection Step 5 – Selection of Consultant.

Prestressed Beams

4/2/21: New EPG 751.21 Prestressed Concrete Slab and Box Beams is available to provide guidance for designing beams. EPG 751.1.2.4 Skew Angle, EPG 751.1.2.7 Structure Type Selection, EPG 751.10.1.14 Girder and Beam Haunch Reinforcement, 751.22.1.2 Geometric Dimensions, EPG 751.22.1.4.2 Girder Length and Geometric Layout, EPG 751.22.2.4 Shear , EPG 751.22.3.8 Camber, Haunching, and Stepping and Sloping of Top Flange Camber and several notes in EPG 751.50 Standard Detailing Notes were updated to correspond to the new guidance in EPG 751.21 Prestressed Concrete Slab and Box Beams. Also, retitled/re-numbered EPG 751.20 Continuous Concrete Slab Bridges as EPG 751.17 Concrete Slab Bridges, EPG 751.21 Concrete Box Girders as EPG 751.18 Concrete Multicell Box Girder Bridges, EPG 751.22 P/S Concrete I Girders as EPG 751.22 Prestressed Concrete I Girders, EPG 751.23 P/S Concrete Double Tee as EPG 751.23 Prestressed Concrete Double Tee Girders and EPG 751.40 Widening and Repair (LFD and Not Updated) as EPG 751.40 LFD Widening and Repair.

EPG 501.1.3.5 Compressive Strength

3/26/21: Guidance about curing and testing procedures for cores and cylinders in projects with paving and structures has been clarified.

EPG 751.50 Standard Detailing Notes

3/25/21: This note was updated to clarify the procedure for making holes for a finger plate connection.

EPG 129.3 “Virtual” Public Involvement (VPI)

3/24/21: Guidance has been placed in a box here and in EPG 129.6 Public Hearing stating that the FHWA will temporarily allow all public involvement activities previously conducted in person to exclusively use virtual techniques.

EPG 236.16.15 Vegetation Removal

3/24/21: Guidance has been updated to current practice.

EPG 108.1.1 Review and Approval of a Subcontract Request

3/23/21: New guidance is available about when subletting requirements can be adjusted.

EPG 109.12.3.2 Description, Reason and Supporting Documentation

3/19/21: This new guidance is available for addressing time adjustment change orders as well as the supporting documentation.

EPG 903.14.1 Memorial Designation Programs

3/17/21: New Memorial Designation Programs guidance is now available for statewide uniformity.

Pier Protection

3/15/21: In EPG 751.2.2.6 Other Loads, EPG 751.31.2.2 Loads and EPG 751.31.3.2 Column, pier protection guidance was updated to reflect the latest AASHTO collision requirements and MoDOT exceptions.

EPG 751.10 General Superstructure

3/12/21: Deck cantilever design guidance for the MASH Type D and H barriers is now available in EPG 751.10, particularly in EPG 751.10.1.3 Loads.

EPG 751.1.3.4 Barrier or Railing Type, Height and Guidelines for Curb Blockouts

3/12/21: Guidance has been updated for the use of MASH and NCHRP 350 barrier and rail.

AWP QRG Revision Dates

3/9/21: For the convenience of readers, AWP QRG Revision Dates information has been added to EPG 101, AASHTOWare Project Quick Reference Guides (QRGs).

EPG 105.15.1 Partial Acceptance

3/8/21: New, clarifying guidance is now available for partial acceptance.

Public Involvement when Considering Roundabouts and J-Turns

3/5/21: Guidance was expanded in EPG 233.2.6 Type 4: Directional Median Opening with Downstream U-Turns and EPG 233.3 Roundabouts to draw additional attention to the benefits of public involvement for J-Turn and roundabout designs.

EPG 616.6.61 Arrow Boards

3/4/21: The Sign Display table was revised to show that the Work Type for Flashing Double Arrows is both Stationary and Mobile Operations, not just Stationary.

Quality Standards for Temporary Traffic Control Devices

3/2/21: This new work zone flyer highlights the top deficiencies noticed in MoDOT work zones. Also, guidance for TTCD retroreflectivity has been expanded in EPG 616.19.2.1 General.

Buy America Requirements

2/25/21: Guidance in EPG 106.9 Buy America Requirement and EPG 106.21.1.1 Summary Packet of Materials Inspected was added to utilize NTPEP compliance that AASHTO already has in place for programmatic acceptance of Buy America. It significantly reduces paperwork and effort from suppliers, contractors, MoDOT and FHWA.

EPG 751.50 Standard Detailing Notes

2/23/21: Several H3. Bearings notes were updated to clarify sole plate and anchor bolt coating requirements when superstructure is galvanized. Two notes, H3.29.2 and H3.49.2, were added.

School Speed Limit

2/22/21: Guidance for when to install a school speed limit flasher assembly was updated in EPG 902.12.7 Procedures for Advance Beacon Installations by Outside Parties. The guidance for the SPEED LIMIT XX WHEN FLASHING sign is now available in EPG 903.18.14 School Speed Limit Flasher Assembly (S5-1) and END SCHOOL SPEED LIMIT Sign (S5-3). New guidance about stopping for school buses loading or unloading children is available in EPG 903.18.16 STOP FOR SCHOOL BUS LOADING OR UNLOADING CHILDREN STATE LAW (Special R0-1), ALL LANES (Special W0-1) Signing.

Accessible Pedestrian Signal

2/22/21: In EPG 902.6.9 Accessible Pedestrian Signals and Detectors – General through EPG 902.6.15 Post-installation Checklist of Accessible Pedestrian Signals and Maintenance, guidance about Accessible Pedestrian Signals (APS) for the visually impaired has been expanded. Standards and support are now provided for APS locations, walk indications, tactile arrows, locator tones, and extended pushbutton press features. A post-installation checklist has also been provided. Pages 15 and 16 of the ADA Checklist was also updated in EPG 101 Standard Forms, EPG 136.9 Plans, Specs and Estimates (PSE), and EPG 642.8 Sidewalk Design Criteria.

EPG 236.4.5.5 Right of Entry

2/19/21: New Right of Entry guidance is available for when and how this agreement (RW21) should be used.

EPG 238.2.17 Professional Land Surveyor Review

2/19/21: Guidance was updated to reflect the legal requirement that permanent easements must be signed and sealed by the PLS.

EPG 147.3 Job Order Contracting (JOC)

2/18/21: The opening paragraph has been updated because the FHWA has incorporated their Final Rule for ID/IQ projects into 23 CFR 635 Subpart F. JOCs are a procurement means for delivering ID/IQ projects.

Statewide Signal/Lighting/Flasher Preventive Maintenance Checklist

2/17/21: This new Highway Safety/Traffic checklist is available at EPG 101 Standard Forms and EPG 902.5.8.4 Record Keeping.