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

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−
'''[[LPA:136.11 Local Public Agency Construction#136.11.13 Documentation Requirements|EPG 136.11.13 Documentation Requirements]]
+
'''QRG, [[:Category:101 Standard Forms#AWP CO Estimate Final|AWP CO Estimate Final]]'''
  
−
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]].
+
1/22/21: A new QRG, [http://epg.modot.mo.gov/forms/CM/AWP_CO_Estimate_Final.doc AASHTOWare Final Project Estimate], is available.  
  
−
'''[[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]]'''
+
'''[[751.50 Standard Detailing Notes#(I1.71) Use|EPG 751.50 Standard Detailing Notes]]'''
  
−
11/20/20: New standard notes for Standard Drawing RHB08 to clarify note regarding design force.
+
1/22/21: A new Standard Detailing Note, I1.71, replaces a detail on Bridge Std. Dwg. REDECK01.
  
−
'''[[147.3 Job Order Contracting (JOC)#147.3.6 Closing JOC Contracts|EPG 147.3.6 Closing JOC Contracts]]'''
+
'''[[:Category:129 Public Involvement#If a virtual event|EPG 129.3 “Virtual” Public Involvement (VPI)]]'''
  
−
11/12/20: Clarified that a Materials Summary is not needed for Job Order Contracts.
+
1/21/21: Additional guidance related to recording and posting virtual events is now available.
  
−
'''Wing Lengths and C Bars'''
+
'''[[751.5 Structural Detailing Guidelines#751.5.1.1.1 CAD Levels|EPG 751.5.1.1.1 CAD Levels]]'''
  
−
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.
+
1/20/21: Two levels used for internal editorial purposes were added to the list of Bridge CADD levels. Also added were some basic instructions for printing editorial content in color on an otherwise black and white print drawing.
  
−
'''[[media:616.8.10 interim.pdf|Fig. 616.8.10 - TMA Flagger - Lane Closure on Two-Lane Highways Using TMA Flaggers - DE/CM/MT]]'''
+
'''[[:Category:107 Legal Relations and Responsibility to the Public#107.12 Contractor's Responsibility for Work|EPG 107.12 Contractor's Responsibility for Work]]'''
  
−
11/10/20: Interim guidance for TMA flagger operations is now available in [[616.8 Typical Applications (MUTCD 6H)|EPG 616.8 Typical Applications]].
+
1/12/21: Several scenarios have been provided to clarify guidance.
  
−
'''[[751.5 Structural Detailing Guidelines|EPG 751.5 Structural Detailing Guidelines]]'''
+
'''[[:Category:109 Measurement and Payment#109.12 Change Orders|EPG 109.12 Change Orders]]'''
  
−
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.
+
1/7/21: Guidance has been clarified via a general re-write.
  
−
'''[[121.3 The Statewide Transportation Improvement Program (STIP)|EPG 121.3 The Statewide Transportation Improvement Program (STIP)]]'''
+
'''[[:Category:712 Structural Steel Construction#712.1.4.1.3 Shear Connector Welding|EPG 712.1.4.1.3 Shear Connector Welding]]'''
  
−
11/5/20: STIP information and the annual process to update the STIP were updated to current practice.
+
1/4/21: Guidance updated to clarify shear connector welding requirements.
  
−
'''[[751.50 Standard Detailing Notes#(A2.9)|Updated Standard Detailing Note]]'''
+
'''[[231.8 Bridge Width|EPG 231.8 Bridge Width]]'''
  
−
11/2/20: Verbiage in A2.9 was updated to match new Standard Plan wording.
+
12/31/20: Guidance now reflects the latest practice of a 24 ft. minimum width.
  
−
'''[[: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]]'''
+
'''[[:Category:712 Structural Steel Construction#712.1.5.4 Bolt Testing and Verification|EPG 712.1.5.4 Bolt Testing and Verification]]'''
  
−
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.
+
12/31/20: New guidance for bolt testing and verification is now available.
  
−
'''[[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]]'''
+
'''[[751.50 Standard Detailing Notes#(A1.4) Standard Plans:|EPG 751.50 Standard Detailing Notes, A1.4 Standard Plans]]'''
  
−
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.
+
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 made.  In [[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.  
  
−
'''Sand Barrel Impact Attenuator Arrays'''
+
'''[[:Category:712 Structural Steel Construction#712.1.4.1.4 Acceptable Field Welding Processes|EPG 712.1.4.1.4 Acceptable Field Welding Processes]]'''
  
−
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.
+
12/23/20: Clarified the field welding procedure that uses flux cored arc welding and shielded metal arc welding.
  
−
'''[[: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]]'''
+
'''[[:Category:613 Pavement Repair#Description|EPG 613.1.2 Class A Partial Depth Pavement Repairs]]'''
  
−
10/28/20: On-call consultant guidance has been updated.
+
12/22/20: New guidance for Hot Pour Polymer Modified Resin-Based Material is now available.
  
−
'''[[237.8 Contract Time#237.8.2 Liquidated Damages|EPG 237.8.2 Liquidated Damages]]'''
+
'''[[751.50 Standard Detailing Notes#J. MSE Wall Notes (Notes for Bridge Standard Drawings)|EPG 751.50 Standard Detailing Notes, J. MSE Wall Notes]]'''
  
−
10/26/20: Guidance was clarified to provide justification for higher liquidated damages.
+
12/18/20: Several MSE wall notes were clarified.
  
−
'''[[:Category:1048 Pavement Marking Material#1048.2.7.3 Acceptance|EPG 1048.2.7.3 Acceptance]]'''
+
'''Pavement Type Selection Process'''
  
−
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.
+
12/18/20: [[:Category:235 Preliminary Plans#235.3.13 Pavement Type Selection|EPG 235.3.13 Pavement Type Selection]] was expanded to reflect current pavement type selection policies.  New [[:Category:242 Optional and Alternate Pavement Designs|EPG 242 Optional and Alternate Pavement Designs]] is guidance moved from [[Other Aspects of Pavement Design|EPG Other Aspects of Pavement Design]] and updated to current pavement type selection policies.
  
−
'''Minimum Wall Thickness for CIP Piles and Limited Nominal Axial Resistance of CIP Piles Embedded and Tipped in Cohesionless Soils'''
+
'''[[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)]]'''
  
−
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.
+
12/16/20: Guidance about subcontracting on JOC contracts was clarified. C-220 submittals on JOCs are not to list any items due to the nature of the work.
  
−
'''[[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]]'''
+
'''[[153.6 Chief Counsel's Office|EPG 153.6 Chief Counsel's Office]]'''
  
−
10/9/20: To reflect legal requirements, Tax Lien guidance was added.  
+
12/15/20: This new article provides details on each step and other important information needed to properly execute agreements.
  
−
'''[[:Category:108 Prosecution and Progress#108.16 Project Dates|EPG 108.16 Project Dates]]'''
+
'''[[751.50 Standard Detailing Notes#(H1.8) Include underline|EPG 751.50, H1.8]]'''
  
−
9/30/20: EPG 108.16 has been rewritten to reflect the move to AWP.
+
12/11/20: This standard detailing note and the guidance for the note were expanded to address non-standard faying surfaces in bolted splice connections.
  
−
'''[[751.50 Standard Detailing Notes#(J1.21a)|Updated Standard Detailing Note]]'''
+
'''Integral End Bent Simple and Rigorous Pile Design'''
  
−
9/28/20: Dowel requirements for inverted U-shape precast coping for large block (panel) MSE walls in Standard Note J1.21a were clarified.  
+
11/30/20: Guidance in [[751.1 Preliminary Design#751.1.2.22 Types of Piling|EPG 751.1.2.22 Types of Piling ]], [[751.1 Preliminary Design#751.1.2.23 Estimating the Lengths of Piles|EPG 751.1.2.23 Estimating the Lengths of Piles]], [[751.35 Concrete Pile Cap Integral End Bents#751.35.2.4.2 Pile Design|EPG 751.35.2.4.2 Pile Design]], [[751.36 Driven Piles#751.36.5.2 Structural Resistance Factor (ϕc and ϕf) for Strength Limit State|EPG 751.36.5.2 Structural Resistance Factor (ϕ<sub>c</sub> and ϕ<sub>f</sub>) for Strength Limit State]] and [[751.36 Driven Piles#751.36.5.7 Design Values for Steel Pile|EPG 751.36.5.7 Design Values for Steel Pile]] was updated to implement and clarify integral end bent simple and rigorous pile design procedure.
  
−
'''[[751.50 Standard Detailing Notes#(H7.8.2) Use note|New Standard Detailing Note]]'''
+
'''[[153.18 Multimodal#MO53|EPG 153.18 Multimodal]]'''
  
−
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.
+
11/24/20: Information is now available for the new template, MO53 Preliminary Engineering Master Agreement.
  
−
'''[[237.5 Special Provisions|EPG 237.5 Special Provisions]]'''
+
'''[[LPA:136.11 Local Public Agency Construction#136.11.13 Documentation Requirements|EPG 136.11.13 Documentation Requirements]]
  
−
9/22/20:  Guidance has been clarified and updated to current practice.
+
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]]. 
  
−
'''[[127.27 Guidelines for Obtaining Environmental Clearance for Off-Site Activities|EPG 127.27 Guidelines for Obtaining Environmental Clearance for Off-Site Activities]]'''
+
'''[[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]]'''
  
−
9/16/20: Guidance has been updated to reflect current practice.
+
11/20/20: New standard notes for Standard Drawing RHB08 to clarify note regarding design force.
  
−
'''[[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]]'''
+
'''[[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 clarify pile uplift design requirements for pile cap footing and to implement DSB-16-02 requirements.
+
11/12/20: Clarified that a Materials Summary is not needed for Job Order Contracts.
  
−
'''[[: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)]]'''
+
'''Wing Lengths and C Bars'''
  
−
9/16/20: Contractor-furnished borrow guidance has been updated to current practice.
+
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.
  
−
'''[[127.2 Historic Preservation and Cultural Resources|EPG 127.2 Historic Preservation and Cultural Resources]]'''
+
'''[[media:616.8.10 interim.pdf|Fig. 616.8.10 - TMA Flagger - Lane Closure on Two-Lane Highways Using TMA Flaggers - DE/CM/MT]]'''
  
−
9/11/20: Guidance has been updated to reflect changes in the Section 106 processes that have incrementally occurred over the last few years.
+
11/10/20: Interim guidance for TMA flagger operations is now available in [[616.8 Typical Applications (MUTCD 6H)|EPG 616.8 Typical Applications]].
  
−
'''[[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)]]'''
+
'''[[751.5 Structural Detailing Guidelines|EPG 751.5 Structural Detailing Guidelines]]'''
  
−
9/2/20: This new guidance provides clarification for the process.
+
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.

Revision as of 13:36, 22 January 2021

QRG, AWP CO Estimate Final

1/22/21: A new QRG, AASHTOWare Final Project Estimate, is available.

EPG 751.50 Standard Detailing Notes

1/22/21: A new Standard Detailing Note, I1.71, replaces a detail on Bridge Std. Dwg. REDECK01.

EPG 129.3 “Virtual” Public Involvement (VPI)

1/21/21: Additional guidance related to recording and posting virtual events is now available.

EPG 751.5.1.1.1 CAD Levels

1/20/21: Two levels used for internal editorial purposes were added to the list of Bridge CADD levels. Also added were some basic instructions for printing editorial content in color on an otherwise black and white print drawing.

EPG 107.12 Contractor's Responsibility for Work

1/12/21: Several scenarios have been provided to clarify guidance.

EPG 109.12 Change Orders

1/7/21: Guidance has been clarified via a general re-write.

EPG 712.1.4.1.3 Shear Connector Welding

1/4/21: Guidance updated to clarify shear connector welding requirements.

EPG 231.8 Bridge Width

12/31/20: Guidance now reflects the latest practice of a 24 ft. minimum width.

EPG 712.1.5.4 Bolt Testing and Verification

12/31/20: New guidance for bolt testing and verification is now available.

EPG 751.50 Standard Detailing Notes, A1.4 Standard Plans

12/30/20: A new Standard Detailing Note A1.4, listing applicable standard plans, is now available. In EPG 751.5.1.5 Order of Plan Sheets, updates to the order of plan sheets were made. In EPG 751.5.2.1.3 Information Blocks, references to standard plans in the title block was removed.

EPG 712.1.4.1.4 Acceptable Field Welding Processes

12/23/20: Clarified the field welding procedure that uses flux cored arc welding and shielded metal arc welding.

EPG 613.1.2 Class A Partial Depth Pavement Repairs

12/22/20: New guidance for Hot Pour Polymer Modified Resin-Based Material is now available.

EPG 751.50 Standard Detailing Notes, J. MSE Wall Notes

12/18/20: Several MSE wall notes were clarified.

Pavement Type Selection Process

12/18/20: EPG 235.3.13 Pavement Type Selection was expanded to reflect current pavement type selection policies. New EPG 242 Optional and Alternate Pavement Designs is guidance moved from EPG Other Aspects of Pavement Design and updated to current pavement type selection policies.

EPG 147.3.11 Request to Subcontract Work (Form C-220)

12/16/20: Guidance about subcontracting on JOC contracts was clarified. C-220 submittals on JOCs are not to list any items due to the nature of the work.

EPG 153.6 Chief Counsel's Office

12/15/20: This new article provides details on each step and other important information needed to properly execute agreements.

EPG 751.50, H1.8

12/11/20: This standard detailing note and the guidance for the note were expanded to address non-standard faying surfaces in bolted splice connections.

Integral End Bent Simple and Rigorous Pile Design

11/30/20: Guidance in EPG 751.1.2.22 Types of Piling , EPG 751.1.2.23 Estimating the Lengths of Piles, EPG 751.35.2.4.2 Pile Design, EPG 751.36.5.2 Structural Resistance Factor (ϕc and ϕf) for Strength Limit State and EPG 751.36.5.7 Design Values for Steel Pile was updated to implement and clarify integral end bent simple and rigorous pile design procedure.

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.

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