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

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'''[[751.50 Standard Detailing Notes#(J1.21a)|Updated Standard Detailing Note]]'''
+
'''[[153.18 Multimodal#MO53|EPG 153.18 Multimodal]]'''
  
9/28/20: Dowel requirements for inverted U-shape precast coping for large block (panel) MSE walls in Standard Note J1.21a were clarified.  
+
11/24/20: Information is now available for the new template, MO53 Preliminary Engineering Master Agreement.
  
'''[[751.50 Standard Detailing Notes#(H7.8.2) Use note|New Standard Detailing Note]]'''
+
'''[[LPA:136.11 Local Public Agency Construction#136.11.13 Documentation Requirements|EPG 136.11.13 Documentation Requirements]]
  
9/23/20: New Note H7.8.2 is available when requiring epoxy-mastic primer coating on galvanized drain support brackets that come in contact with weathering steel beams/girders.
+
11/23/20: MoDOT will no longer be approving specific software for use; the LPA must ensure the software chosen meets the outlined criteria. Guidance about what should be documented in the construction diaries was clarified in [[LPA:136.11 Local Public Agency Construction#136.11.13.1 Project Diaries|EPG 136.11.13.1 Project Diaries]].
  
'''[[237.5 Special Provisions|EPG 237.5 Special Provisions]]'''
+
'''[[751.50 Standard Detailing Notes#I4. Fiber Reinforced Polymer (FRP) Wrap - Bent Cap Shear Strengthening|EPG 751.50, I4. Fiber Reinforced Polymer (FRP) Wrap - Bent Cap Shear Strengthening]]'''
  
9/22/20: Guidance has been clarified and updated to current practice.
+
11/20/20: New standard notes for Standard Drawing RHB08 to clarify note regarding design force.
  
'''[[127.27 Guidelines for Obtaining Environmental Clearance for Off-Site Activities|EPG 127.27 Guidelines for Obtaining Environmental Clearance for Off-Site Activities]]'''
+
'''[[147.3 Job Order Contracting (JOC)#147.3.6 Closing JOC Contracts|EPG 147.3.6 Closing JOC Contracts]]'''
  
9/16/20: Guidance has been updated to reflect current practice.
+
11/12/20: Clarified that a Materials Summary is not needed for Job Order Contracts.
  
'''[[751.36 Driven Piles#751.36.5.8 Additional Provisions for Pile Cap Footings|EPG 751.36.5.8 Additional Provisions for Pile Cap Footings]]'''
+
'''Wing Lengths and C Bars'''
  
9/16/20: Guidance has been updated to clarify pile uplift design requirements for pile cap footing and to implement DSB-16-02 requirements.
+
11/12/20: In [[751.1 Preliminary Design#751.1.2.2 Wing Lengths|EPG 751.1.2.2 Wing Lengths]], guidance was added to consider making short turned-back wings sufficiently long so that the Type D barrier end section does not require extensive. In [[751.12 Barriers, Railings, Curbs and Fences#751.12.1.2.1 Slip Forming|EPG 751.12.1.2.1 Slip Forming]], replaced guidance about determining C bars lengths with actual length of C bars.
  
'''[[:Category:203 Roadway and Drainage Excavation, Embankment and Compaction#203.2.3.1.2 Embankment in Place (Contractor-Furnished Borrow)|EPG 203.2.3.1.2 Embankment in Place (Contractor-Furnished Borrow)]]'''
+
'''[[media:616.8.10 interim.pdf|Fig. 616.8.10 - TMA Flagger - Lane Closure on Two-Lane Highways Using TMA Flaggers - DE/CM/MT]]'''
  
9/16/20: Contractor-furnished borrow guidance has been updated to current practice.
+
11/10/20: Interim guidance for TMA flagger operations is now available in [[616.8 Typical Applications (MUTCD 6H)|EPG 616.8 Typical Applications]].
  
'''[[127.2 Historic Preservation and Cultural Resources|EPG 127.2 Historic Preservation and Cultural Resources]]'''
+
'''[[751.5 Structural Detailing Guidelines|EPG 751.5 Structural Detailing Guidelines]]'''
  
9/11/20: Guidance has been updated to reflect changes in the Section 106 processes that have incrementally occurred over the last few years.
+
11/9/20: Guidance has been added ([[751.5 Structural Detailing Guidelines#751.5.9.2.1.1 Reinforcing Callouts|EPG 751.5.9.2.1.1 Reinforcing Callouts]], for example) to standardize the format for reinforcing callouts.
  
'''[[147.3 Job Order Contracting (JOC)#147.3.11 Request to Subcontract Work (Form C-220)|EPG 147.3.11 Request to Subcontract Work (Form C-220)]]'''
+
'''[[121.3 The Statewide Transportation Improvement Program (STIP)|EPG 121.3 The Statewide Transportation Improvement Program (STIP)]]'''
  
9/2/20: This new guidance provides clarification for the process.
+
11/5/20: STIP information and the annual process to update the STIP were updated to current practice.
  
'''[[:Category:109 Measurement and Payment#Erosion Control Change Orders|EPG 109.12 Change Orders, Non-major change orders (Change Order level 2)]]'''
+
'''[[751.50 Standard Detailing Notes#(A2.9)|Updated Standard Detailing Note]]'''
  
8/20/20: Guidance has been updated to current Environmental Change Orders instructions.
+
11/2/20: Verbiage in A2.9 was updated to match new Standard Plan wording.
  
'''Bolt Specs and Welding Inspection'''
+
'''[[:Category:129 Public Involvement|EPG 129 Public Involvement]] and [[127.14 National Environmental Policy Act (NEPA) Classification and Documents#127.14.3.1 Categorical Exclusion|EPG 127.14.3.1 Categorical Exclusion]]'''
  
8/18/20: Bolt specs have been corrected to the latest ASTM and welding inspection procedures have been clarified in numerous articles including  [[:Category:712 Structural Steel Construction#712.1.5 High Strength Bolts (Sec 712.7)|EPG 712.1.5 High Strength Bolts]], [[751.14 Steel Superstructure|EPG 751.14 Steel Superstructure]] and [[751.50 Standard Detailing Notes#H3f. Pot Bearing Pad Assembly|EPG 751.50, H3f. Pot Bearing Pad Assembly]] and new guidance in [[:Category:1080 Structural Steel Fabrication#1080.2 Fabrication Inspection Shipment Release (FISR)|EPG 1080.2 Fabrication Inspection Shipment Releases (FISRs)]].
+
10/30/20: Updated Programmatic Categorical Exclusion (PCE) and “virtual” public involvement requirements to bring policy into compliance with the federal NEPA regulations. EPG 129 Public Involvement was generally re-written.
  
'''[[153.5 Bridge|EPG 153.5 Bridge]]'''
+
'''[[751.1 Preliminary Design#751.1.2.22 Types of Piling|EPG 751.1.2.22 Types of Piling]] and [[751.24 LFD Retaining Walls#MSE Wall Construction:|EPG 751.24.2.1 Design, MSE Wall Construction: Pipe Pile Spacers Guidance]]'''
  
8/13/20: The list of agreements were revised to include a column with applicable MHTC policies. Archaic contracts were deleted.
+
10/30/20: Guidance clarified pile spacer embedment requirements when rock is anticipated within a 5 - 10 ft. zone below the MSE wall leveling pad.
  
'''[[127.9 Floodplain Management#127.9.3.4 Completing a Floodplain Development Permit Application and “No-Rise” Certification|EPG 127.9.3.4 Completing a Floodplain Development Permit Application and “No-Rise” Certification]]'''
+
'''Sand Barrel Impact Attenuator Arrays'''
  
8/13/20: Brief, new guidance has been added to make CFR requirements more apparent.
+
10/29/20: Guidance in [[:Category:612 Impact Attenuators#612.2 Sand-Filled Impact Attenuators (Sand Barrels)|EPG 612.2 Sand-Filled Impact Attenuators (Sand Barrels)]] and [[:Category:612 Impact Attenuators#Sand-Filled Impact Attenuator Array|EPG 612.3 Construction Inspection Guidelines]] was updated to clarify how the sand barrel impact attenuator arrays are paid for and used in work zones.
  
'''[[153.7 Customer Relations|EPG 153.7 Customer Relations]] and [[153.22 Utility|EPG 153.22 Utility]]'''
+
'''[[:Category:134 Engineering Professional Services#134.2.4 Consultant Solicitation and Selection Process – Standard Solicitation Method for On-Call Cost Plus Fixed Fee Contracts|EPG 134.2.4 Consultant Solicitation and Selection Process – Standard Solicitation Method for On-Call Cost Plus Fixed Fee Contracts]]'''
  
8/12/20: The signature requirements for contracts have been updated.
+
10/28/20: On-call consultant guidance has been updated.
  
'''[[236.16 Outdoor Advertising#Digital Upgrade Request|EPG 236.16.12 Digital Sign Upgrade Process]]'''
+
'''[[237.8 Contract Time#237.8.2 Liquidated Damages|EPG 237.8.2 Liquidated Damages]]'''
  
8/12/20: Guidance for the request process was clarified.  Owners were informed that the request may be denied if they do not provide the necessary documentation.
+
10/26/20: Guidance was clarified to provide justification for higher liquidated damages.
  
'''[[:Category:503 Bridge Approach Slabs#Bridge Approach Slab (Minor Road) Sub-class Requirements|EPG 503.2 New and Replacement Bridges on Minor Roads]]'''
+
'''[[:Category:1048 Pavement Marking Material#1048.2.7.3 Acceptance|EPG 1048.2.7.3 Acceptance]]'''
  
8/7/20: Guidance was updated to reflect current practice concerning asphalt type. Asphalt designation for minor roads is now shown on roadway plans.
+
10/22/20: Guidance has been updated to reflect the current process for how acrylic waterborne and high build acrylic waterborne traffic marking are accepted.
  
'''[[236.14 Change in Route Status Report#236.14.8 Change in Route Marking|EPG 236.14.8 Change in Route Marking]]'''
+
'''Minimum Wall Thickness for CIP Piles and Limited Nominal Axial Resistance of CIP Piles Embedded and Tipped in Cohesionless Soils'''
  
8/3/20: Guidance was updated to include the Change in Route Marking Report shall be submitted to Central Office Highway Safety and Traffic for processing.  
+
10/19/20: Guidance in [[751.36 Driven Piles|EPG 751.36 Driven Piles]] (particularly in [[751.36 Driven Piles#751.36.2.2.2 Cast-In-Place (CIP) Pile|EPG 751.36.2.2.2 Cast-In-Place (CIP) Pile]], [[751.36 Driven Piles#751.36.5.7.1 Design Values for Individual HP Pile|EPG 751.36.5.7.1 Design Values for Individual HP Pile]], and [[751.36 Driven Piles#751.36.5.10 Pile Nominal Axial Compressive Resistance|EPG 751.36.5.10 Pile Nominal Axial Compressive Resistance]]) was updated to implement maximum axial loads in sands and clarified minimum nominal wall thickness requirements for CIP pile. Numerous standard detailing notes in [[751.50 Standard Detailing Notes#G. Substructure Notes|EPG 751.50, G. Substructure Notes]] for hooks of vertical bar requirements for column and CIP piles were also clarified.
  
'''[[153.18 Multimodal|EPG 153.18 Multimodal]]'''
+
'''[[236.7 Negotiation#236.7.4.4 Agreement for Purchase of Real Estate|EPG 236.7.4.4 Agreement for Purchase of Real Estate, When Agreement for Purchase of Real Estate is Used]]'''
  
8/3/20: The signature requirements for contracts have been updated.
+
10/9/20: To reflect legal requirements, Tax Lien guidance was added.  
  
'''[[153.16 Medical Board Employee Benefits|EPG 153.16 Medical Board Employee Benefits]]'''
+
'''[[:Category:108 Prosecution and Progress#108.16 Project Dates|EPG 108.16 Project Dates]]'''
  
7/31/20: The signature requirements for 3 contracts have been updated.
+
9/30/20: EPG 108.16 has been rewritten to reflect the move to AWP.
  
'''[[236.6 Appraisal and Appraisal Review#Duration of Approval of Fee Appraisers on the Roster of Approved Appraisers/Reviewers|EPG 236.6.5.3, Duration of Approval of Fee Appraisers on the Roster of Approved Appraisers/Reviewers]]'''
+
'''[[751.50 Standard Detailing Notes#(J1.21a)|Updated Standard Detailing Note]]'''
  
7/30/20: Guidance about the renewal application process has been clarified.
+
9/28/20: Dowel requirements for inverted U-shape precast coping for large block (panel) MSE walls in Standard Note J1.21a were clarified.  
  
'''[[903.5 Regulatory Signs#903.5.21 WRONG WAY Sign (R5-1a) (MUTCD Section 2B.38)|EPG 903.5.21 WRONG WAY Sign (R5-1a)]]'''
+
'''[[751.50 Standard Detailing Notes#(H7.8.2) Use note|New Standard Detailing Note]]'''
  
7/30/20: Fig. 903.5.21.1, Example of Application of Regulatory Signing and Pavement Markings at an Exit Ramp Termination to Deter Wrong-Way Entry, was updated to reflect current practice.
+
9/23/20: New Note H7.8.2 is available when requiring epoxy-mastic primer coating on galvanized drain support brackets that come in contact with weathering steel beams/girders.
  
'''[[237.4 Plan-Profile Sheets#237.4.8 Reference Point Sheet|EPG 237.4.8 Reference Point Sheet]] and [[237.4 Plan-Profile Sheets#237.4.9 Coordinate Point Sheet|EPG 237.4.9 Coordinate Point Sheet]]'''
+
'''[[237.5 Special Provisions|EPG 237.5 Special Provisions]]'''
  
7/29/20: It is now permissible to not show the State Plane Coordinates on the Coordinate Point Sheet and the Reference Point Sheet.
+
9/22/20: Guidance has been clarified and updated to current practice.
  
'''[[121.2 The Planning Framework for Transportation Decision-Making|EPG 121.2 The Planning Framework for Transportation Decision-Making]]'''
+
'''[[127.27 Guidelines for Obtaining Environmental Clearance for Off-Site Activities|EPG 127.27 Guidelines for Obtaining Environmental Clearance for Off-Site Activities]]'''
  
7/29/20: A general re-write of this article has updated it to reflect current practice.  
+
9/16/20: Guidance has been updated to reflect current practice.
  
'''[[127.3 Community Impact Assessment|EPG 127.3 Community Impact Assessment]]'''
+
'''[[751.36 Driven Piles#751.36.5.8 Additional Provisions for Pile Cap Footings|EPG 751.36.5.8 Additional Provisions for Pile Cap Footings]]'''
  
7/24/20: Guidance was revised and updated to reflect current practice and law.
+
9/16/20: Guidance has been updated to clarify pile uplift design requirements for pile cap footing and to implement DSB-16-02 requirements.
  
'''[[616.16 Law Enforcement Services#616.16.3 Guidelines for the Use of Law Enforcement Services|EPG 616.16.3 Guidelines for the Use of Law Enforcement Services]]'''
+
'''[[:Category:203 Roadway and Drainage Excavation, Embankment and Compaction#203.2.3.1.2 Embankment in Place (Contractor-Furnished Borrow)|EPG 203.2.3.1.2 Embankment in Place (Contractor-Furnished Borrow)]]'''
  
7/17/20: New guidance is now available to clarify goals and expectations for the use of law enforcement services.
+
9/16/20: Contractor-furnished borrow guidance has been updated to current practice.
  
'''[[:Category:108 Prosecution and Progress#108.7.1.3 Progress Schedules|EPG 108.7.1.3 Progress Schedules]]'''
+
'''[[127.2 Historic Preservation and Cultural Resources|EPG 127.2 Historic Preservation and Cultural Resources]]'''
  
7/16/20: Formerly entitled as EPG 108.7.1.3 Work Schedules, this guidance has been updated to current practice.
+
9/11/20: Guidance has been updated to reflect changes in the Section 106 processes that have incrementally occurred over the last few years.

Revision as of 15:29, 24 November 2020

EPG 153.18 Multimodal

11/24/20: Information is now available for the new template, MO53 Preliminary Engineering Master Agreement.

EPG 136.11.13 Documentation Requirements

11/23/20: MoDOT will no longer be approving specific software for use; the LPA must ensure the software chosen meets the outlined criteria. Guidance about what should be documented in the construction diaries was clarified in EPG 136.11.13.1 Project Diaries.

EPG 751.50, I4. Fiber Reinforced Polymer (FRP) Wrap - Bent Cap Shear Strengthening

11/20/20: New standard notes for Standard Drawing RHB08 to clarify note regarding design force.

EPG 147.3.6 Closing JOC Contracts

11/12/20: Clarified that a Materials Summary is not needed for Job Order Contracts.

Wing Lengths and C Bars

11/12/20: In EPG 751.1.2.2 Wing Lengths, guidance was added to consider making short turned-back wings sufficiently long so that the Type D barrier end section does not require extensive. In EPG 751.12.1.2.1 Slip Forming, replaced guidance about determining C bars lengths with actual length of C bars.

Fig. 616.8.10 - TMA Flagger - Lane Closure on Two-Lane Highways Using TMA Flaggers - DE/CM/MT

11/10/20: Interim guidance for TMA flagger operations is now available in EPG 616.8 Typical Applications.

EPG 751.5 Structural Detailing Guidelines

11/9/20: Guidance has been added (EPG 751.5.9.2.1.1 Reinforcing Callouts, for example) to standardize the format for reinforcing callouts.

EPG 121.3 The Statewide Transportation Improvement Program (STIP)

11/5/20: STIP information and the annual process to update the STIP were updated to current practice.

Updated Standard Detailing Note

11/2/20: Verbiage in A2.9 was updated to match new Standard Plan wording.

EPG 129 Public Involvement and EPG 127.14.3.1 Categorical Exclusion

10/30/20: Updated Programmatic Categorical Exclusion (PCE) and “virtual” public involvement requirements to bring policy into compliance with the federal NEPA regulations. EPG 129 Public Involvement was generally re-written.

EPG 751.1.2.22 Types of Piling and EPG 751.24.2.1 Design, MSE Wall Construction: Pipe Pile Spacers Guidance

10/30/20: Guidance clarified pile spacer embedment requirements when rock is anticipated within a 5 - 10 ft. zone below the MSE wall leveling pad.

Sand Barrel Impact Attenuator Arrays

10/29/20: Guidance in EPG 612.2 Sand-Filled Impact Attenuators (Sand Barrels) and EPG 612.3 Construction Inspection Guidelines was updated to clarify how the sand barrel impact attenuator arrays are paid for and used in work zones.

EPG 134.2.4 Consultant Solicitation and Selection Process – Standard Solicitation Method for On-Call Cost Plus Fixed Fee Contracts

10/28/20: On-call consultant guidance has been updated.

EPG 237.8.2 Liquidated Damages

10/26/20: Guidance was clarified to provide justification for higher liquidated damages.

EPG 1048.2.7.3 Acceptance

10/22/20: Guidance has been updated to reflect the current process for how acrylic waterborne and high build acrylic waterborne traffic marking are accepted.

Minimum Wall Thickness for CIP Piles and Limited Nominal Axial Resistance of CIP Piles Embedded and Tipped in Cohesionless Soils

10/19/20: Guidance in EPG 751.36 Driven Piles (particularly in EPG 751.36.2.2.2 Cast-In-Place (CIP) Pile, EPG 751.36.5.7.1 Design Values for Individual HP Pile, and EPG 751.36.5.10 Pile Nominal Axial Compressive Resistance) was updated to implement maximum axial loads in sands and clarified minimum nominal wall thickness requirements for CIP pile. Numerous standard detailing notes in EPG 751.50, G. Substructure Notes for hooks of vertical bar requirements for column and CIP piles were also clarified.

EPG 236.7.4.4 Agreement for Purchase of Real Estate, When Agreement for Purchase of Real Estate is Used

10/9/20: To reflect legal requirements, Tax Lien guidance was added.

EPG 108.16 Project Dates

9/30/20: EPG 108.16 has been rewritten to reflect the move to AWP.

Updated Standard Detailing Note

9/28/20: Dowel requirements for inverted U-shape precast coping for large block (panel) MSE walls in Standard Note J1.21a were clarified.

New Standard Detailing Note

9/23/20: New Note H7.8.2 is available when requiring epoxy-mastic primer coating on galvanized drain support brackets that come in contact with weathering steel beams/girders.

EPG 237.5 Special Provisions

9/22/20: Guidance has been clarified and updated to current practice.

EPG 127.27 Guidelines for Obtaining Environmental Clearance for Off-Site Activities

9/16/20: Guidance has been updated to reflect current practice.

EPG 751.36.5.8 Additional Provisions for Pile Cap Footings

9/16/20: Guidance has been updated to clarify pile uplift design requirements for pile cap footing and to implement DSB-16-02 requirements.

EPG 203.2.3.1.2 Embankment in Place (Contractor-Furnished Borrow)

9/16/20: Contractor-furnished borrow guidance has been updated to current practice.

EPG 127.2 Historic Preservation and Cultural Resources

9/11/20: Guidance has been updated to reflect changes in the Section 106 processes that have incrementally occurred over the last few years.