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

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'''New QRG'''
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'''QRG, [[:Category:101 Standard Forms#AWP CO Estimate Final|AWP CO Estimate Final]]'''
  
11/14/19: The new [http://epg.modot.mo.gov/forms/CM/AWP_CO_DailyWorkReport_Deleting_Postings_and_Acceptance_Records.doc AWP CO Daily Work Report, Deleting DWR Postings and Acceptance Records QRG] is now available.  
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1/22/21: A new QRG, [http://epg.modot.mo.gov/forms/CM/AWP_CO_Estimate_Final.doc AASHTOWare Final Project Estimate], is available.  
  
'''[[236.17 Junkyards|EPG 236.17 Junkyards]]'''
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'''[[751.50 Standard Detailing Notes#(I1.71)  Use|EPG 751.50 Standard Detailing Notes]]'''
  
4/22/20: Guidance has been clarified and updated.
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1/22/21: A new Standard Detailing Note, I1.71, replaces a detail on Bridge Std. Dwg. REDECK01.
  
'''[[:Category:134 Engineering Professional Services|EPG 134 Engineering Professional Services]]'''
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'''[[:Category:129 Public Involvement#If a virtual event|EPG 129.3 “Virtual” Public Involvement (VPI)]]'''
  
4/17/20: The process for consultant agreements has been streamlined and other guidance has been clarified.
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1/21/21: Additional guidance related to recording and posting virtual events is now available.
  
'''Reinforcement of Concrete Pile Cap Intermediate Bents and Concrete Pile Cap Integral End Bents'''
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'''[[751.5 Structural Detailing Guidelines#751.5.1.1.1 CAD Levels|EPG 751.5.1.1.1 CAD Levels]]'''
  
4/17/20: Guidance was clarified about additional flexure reinforcement requirements between piles for pile cap intermediate bents and integral end bents and skin reinforcement spacing requirementsThis guidance was updated primarily in [[751.32 Concrete Pile Cap Intermediate Bents#751.32.4.1 Typical Pile Cap Bent|EPG 751.32.4.1 Typical Pile Cap Bent and EPG 751.32.4.2 Encased Pile Cap Bent]] as well as [[751.35 Concrete Pile Cap Integral End Bents#751.35.4.1 Wide Flange Beams & Plate Girders|EPG 751.35.4.1 Wide Flange Beams & Plate Girders and EPG 751.35.4.2 Prestressed I-Girders, Bulb-Tee Girders and NU-Girders]].
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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.
  
'''[[616.6 Temporary Traffic Control Zone Devices (MUTCD 6F)#Fig. 616.6.87.1 Rumble Strip Placement in Flagging Operations|EPG 616.6.87 Temporary Rumble Strips]]'''
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'''[[:Category:107 Legal Relations and Responsibility to the Public#107.12 Contractor's Responsibility for Work|EPG 107.12 Contractor's Responsibility for Work]]'''
  
4/14/20: In Figures 616.6.87.1 and 616.6.87.2, the short-term Rumble Strip Placement spacing was updated.  For speed limits from 50-55 mph, the spacing is now 20 feet.  For speed limits from 60-70 mph, the spacing is now 30 feet.
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1/12/21: Several scenarios have been provided to clarify guidance.
  
'''Bluebeam Revu'''
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'''[[:Category:109 Measurement and Payment#109.12 Change Orders|EPG 109.12 Change Orders]]'''
  
4/10/20: In [[:Category:239 Construction Inspection Guidelines for Final Plans|EPG 239 Construction Inspection Guidelines for Final Plans]], district construction staff can now easily access vital Bluebeam Revu resources to prepare final as-built plans. These resources include [[media:239 Creating Digital IDs in Bluebeam Revu.pdf|Creating Digital IDs in Bluebeam Revu]], [[media:239 Preparing As-Built Plans.pdf|Preparing As-Built (Final) Plans in Construction Using Bluebeam Revu]], [[media:239 Revu 2015 Training Manual.pdf|Bluebeam Revu Training Manual (2015)]] and [[media:239 Where to Save Stamps.pdf|Where to Save Stamps]].
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1/7/21: Guidance has been clarified via a general re-write.
  
'''Fracture Critical Member (FCM) Notes'''
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'''[[:Category:712 Structural Steel Construction#712.1.4.1.3 Shear Connector Welding|EPG 712.1.4.1.3 Shear Connector Welding]]'''
  
4/720:  Fracture Critical Member (FCM) notes have been revised and moved from [https://epg.modot.org/index.php/751.5_Structural_Detailing_Guidelines#751.5.9.3.3_Fracture_Control_Plan_.28FCP.29 EPG 751.5.9.3.3] to [https://epg.modot.org/index.php/751.50_Standard_Detailing_Notes#A5._Miscellaneous EPG 751.50 A5.1] and [[751.50 Standard Detailing Notes#(H1.23)|EPG 751.50 H1.23]].
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1/4/21: Guidance updated to clarify shear connector welding requirements.
  
'''[[127.29 Storm Water#127.29.8 MCM 6: Pollution Prevention/Good Housekeeping|EPG 127.29.8 MCM 6: Pollution Prevention/Good Housekeeping]]'''
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'''[[231.8 Bridge Width|EPG 231.8 Bridge Width]]'''
  
4/7/20: The guidance for the Facility Runoff Control Plan form has been expanded.
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12/31/20: Guidance now reflects the latest practice of a 24 ft. minimum width.
  
'''[[236.16 Outdoor Advertising|EPG 236.16 Outdoor Advertising]]'''
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'''[[:Category:712 Structural Steel Construction#712.1.5.4 Bolt Testing and Verification|EPG 712.1.5.4 Bolt Testing and Verification]]'''
  
4/6/20: Guidance was clarified and updated to current practice. Vegetation policies were updated to match traffic policies for work on right of way.
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12/31/20: New guidance for bolt testing and verification is now available.
  
'''[[:Category:113 Construction Inspection Guidance for Contractor's Claims|EPG 113 Construction Inspection Guidance for Contractor's Claims]]'''
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'''[[751.50 Standard Detailing Notes#(A1.4) Standard Plans:|EPG 751.50 Standard Detailing Notes, A1.4 Standard Plans]]'''
  
4/2/20: The procedures for handling contractor claims has been updated.
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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.  
  
'''[[903.9 General Information Signs#903.9.9 City/County Limit Signs (I4, I5, I6 Series)|EPG 903.9.9 City/County Limit Signs (I4, I5, I6 Series)]]'''
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'''[[:Category:712 Structural Steel Construction#712.1.4.1.4 Acceptable Field Welding Processes|EPG 712.1.4.1.4 Acceptable Field Welding Processes]]'''
  
4/1/20: Guidance was clarified for where inadequate space exists to install a city limits sign at the standard location.
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12/23/20: Clarified the field welding procedure that uses flux cored arc welding and shielded metal arc welding.
  
'''[[153.8 Design#DE62|Design Division eAgreement Contracts]]'''
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'''[[:Category:613 Pavement Repair#Description|EPG 613.1.2 Class A Partial Depth Pavement Repairs]]'''
  
3/31/20: New guidance is available for DE62 Stream Wetland Credit Purchase Agreement and DE66 TCF Bat Habitat Credit Purchase Agreement.
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12/22/20: New guidance for Hot Pour Polymer Modified Resin-Based Material is now available.
  
'''[[:Category:402 Bituminous Surface Leveling|Contract Leveling Course (CLC)]] and [[:Category:409 Seal Coat|Seal Coat]]'''  
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'''[[751.50 Standard Detailing Notes#J. MSE Wall Notes (Notes for Bridge Standard Drawings)|EPG 751.50 Standard Detailing Notes, J. MSE Wall Notes]]'''
  
3/25/20: The Contract Leveling Course and Seal Coat guidelines, as well as their pdf files, were updated.  
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12/18/20: Several MSE wall notes were clarified.
  
'''[[147.4 Fixed Price Variable Scope (FPVS) Contracting|EPG 147.4 Fixed Price Variable Scope Contracting]]'''
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'''Pavement Type Selection Process'''
  
3/25/20: This new article provides guidance for the new contracting method, FPVS Contracting.
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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.
  
'''[[153.19 Right of Way|EPG 153.19 Right of Way]]'''
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'''[[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)]]'''
  
3/24/20: New eAgreements, RW55 - RW60, has been added to the listings.
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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.
  
'''[[:Category:642 Pedestrian Facilities|EPG 642 Pedestrian Facilities]]'''
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'''[[153.6 Chief Counsel's Office|EPG 153.6 Chief Counsel's Office]]'''
  
3/20/20: Please closely read this article since most of the article has been re-written.  EPG 642.1 through EPG 642.5 have been slightly revised and renumbered as EPG 642.8 through EPG 642.12.
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12/15/20: This new article provides details on each step and other important information needed to properly execute agreements.
  
'''[[127.27 Guidelines for Obtaining Environmental Clearance for Off-Site Activities|EPG 127.27 Guidelines for Obtaining Environmental Clearance for Off-Site Activities]]'''
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'''[[751.50 Standard Detailing Notes#(H1.8) Include underline|EPG 751.50, H1.8]]'''
  
3/16/20: Borrow practices have been clarified and new permit information has been provided.
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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.
  
'''[http://epg.modot.mo.gov/forms/CM/DBE_and_non_DBE_Subcontractor_Reporting_Form.pdf DBE and Non-DBE Subcontractor Reporting Form]'''
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'''Integral End Bent Simple and Rigorous Pile Design'''
  
3/16/20: Guidance for this form is now available in [[:Category:108 Prosecution and Progress#108.1.3 Disadvantaged Business Enterprises (DBE) Subcontracting|EPG 108.1.3 Disadvantaged Business Enterprises (DBE) Subcontracting]].
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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.
  
'''[[127.12 Air Quality|EPG 127.12 Air Quality]]'''
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'''[[153.18 Multimodal#MO53|EPG 153.18 Multimodal]]'''
  
3/13/20: Guidance was clarified.
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11/24/20: Information is now available for the new template, MO53 Preliminary Engineering Master Agreement.
  
'''[[147.3 Job Order Contracting (JOC)#147.3.10 Guardrail and Guard Cable Repair|EPG 147.3.10 Guardrail and Guard Cable Repair]]'''
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'''[[LPA:136.11 Local Public Agency Construction#136.11.13 Documentation Requirements|EPG 136.11.13 Documentation Requirements]]
  
3/13/20: This new guidance assists JOC administrators to identify high priority repairs for guardrail and guard cable.
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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]].
  
'''Preliminary Structure Guidance'''
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'''[[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]]'''
  
3/9/20: Superstructure selection guidance has been updated throughout [[751.1 Preliminary Design#751.1.2.7 Structure Type Selection|EPG 751.1.2.7 Structure Type Selection to EPG 751.1.2.17 Preliminary Cost Estimate]].  Pricing and bridge replacement information was updated.
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11/20/20: New standard notes for Standard Drawing RHB08 to clarify note regarding design force.
  
'''[[127.26 Environmental Classification|EPG 127.26 Environmental Classification]]'''
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'''[[147.3 Job Order Contracting (JOC)#147.3.6 Closing JOC Contracts|EPG 147.3.6 Closing JOC Contracts]]'''
  
3/4/20: The definitions of Categorical Exclusion, Environmental Assessment and Environmental Impact Statement were updated.
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11/12/20: Clarified that a Materials Summary is not needed for Job Order Contracts.
  
'''[[LPA:136.4 Consultant Selection and Consultant Contract Management#Environmental.|EPG 136.4.2.4.3 Using the LPA On-Call Consultant List]]'''
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'''Wing Lengths and C Bars'''
  
2/27/20: Two new categories (Environmental and Historic Preservation) have been added to the LPA on-call consultant guidance.
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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.
  
'''[[236.4 Description Writing and Titles#236.4.4 Title Services and Responsibility|EPG 236.4.4 Title Services and Responsibility]]'''
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'''[[media:616.8.10 interim.pdf|Fig. 616.8.10 - TMA Flagger - Lane Closure on Two-Lane Highways Using TMA Flaggers - DE/CM/MT]]'''
  
2/26/20: Guidance now reflects the recent interim guidance for determining responsibilities for the ADA transition plan and other construction requirements. EPG 236.4.4 Title Datum and Allied Services was retitled "Title Services and Responsibility".
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11/10/20: Interim guidance for TMA flagger operations is now available in [[616.8 Typical Applications (MUTCD 6H)|EPG 616.8 Typical Applications]].
  
'''[[607.1 Applications|EPG 607.1 Fencing Applications]]'''
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'''[[751.5 Structural Detailing Guidelines|EPG 751.5 Structural Detailing Guidelines]]'''
  
2/14/20: Guidance for installing Interstate highway fencing was revised to current practice.
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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.

Latest revision as of 12:36, 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.