Difference between revisions of "Recent Policy Changes in the EPG"
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− | '''[[:Category: | + | '''QRG, [[:Category:101 Standard Forms#AWP CO Estimate Final|AWP CO Estimate Final]]''' |
− | + | 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#(I1.71) Use|EPG 751.50 Standard Detailing Notes]]''' |
− | + | 1/22/21: A new Standard Detailing Note, I1.71, replaces a detail on Bridge Std. Dwg. REDECK01. | |
− | '''[[:Category: | + | '''[[:Category:129 Public Involvement#If a virtual event|EPG 129.3 “Virtual” Public Involvement (VPI)]]''' |
− | + | 1/21/21: Additional guidance related to recording and posting virtual events is now available. | |
− | ''' | + | '''[[751.5 Structural Detailing Guidelines#751.5.1.1.1 CAD Levels|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. | |
− | '''[[ | + | '''[[:Category:107 Legal Relations and Responsibility to the Public#107.12 Contractor's Responsibility for Work|EPG 107.12 Contractor's Responsibility for Work]]''' |
− | + | 1/12/21: Several scenarios have been provided to clarify guidance. | |
− | '''[[:Category: | + | '''[[:Category:109 Measurement and Payment#109.12 Change Orders|EPG 109.12 Change Orders]]''' |
− | + | 1/7/21: Guidance has been clarified via a general re-write. | |
− | '''[[ | + | '''[[:Category:712 Structural Steel Construction#712.1.4.1.3 Shear Connector Welding|EPG 712.1.4.1.3 Shear Connector Welding]]''' |
− | + | 1/4/21: Guidance updated to clarify shear connector welding requirements. | |
− | '''[[ | + | '''[[231.8 Bridge Width|EPG 231.8 Bridge Width]]''' |
− | + | 12/31/20: Guidance now reflects the latest practice of a 24 ft. minimum width. | |
− | '''[[ | + | '''[[:Category:712 Structural Steel Construction#712.1.5.4 Bolt Testing and Verification|EPG 712.1.5.4 Bolt Testing and Verification]]''' |
− | + | 12/31/20: New guidance for bolt testing and verification is now available. | |
− | '''[[ | + | '''[[751.50 Standard Detailing Notes#(A1.4) Standard Plans:|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 [[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. | |
− | '''[[ | + | '''[[:Category:712 Structural Steel Construction#712.1.4.1.4 Acceptable Field Welding Processes|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. | |
− | '''[[:Category: | + | '''[[:Category:613 Pavement Repair#Description|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. | |
− | '''[[ | + | '''[[751.50 Standard Detailing Notes#J. MSE Wall Notes (Notes for Bridge Standard Drawings)|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: [[: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. | |
− | '''[[ | + | '''[[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)]]''' |
− | + | 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. | |
− | ''' | + | '''[[153.6 Chief Counsel's Office|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. | |
− | '''[[ | + | '''[[751.50 Standard Detailing Notes#(H1.8) Include underline|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 [[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. | |
− | '''[[153. | + | '''[[153.18 Multimodal#MO53|EPG 153.18 Multimodal]]''' |
− | + | 11/24/20: Information is now available for the new template, MO53 Preliminary Engineering Master Agreement. | |
− | '''[[ | + | '''[[LPA:136.11 Local Public Agency Construction#136.11.13 Documentation Requirements|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 [[LPA:136.11 Local Public Agency Construction#136.11.13.1 Project Diaries|EPG 136.11.13.1 Project Diaries]]. | |
− | '''[[ | + | '''[[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]]''' |
− | + | 11/20/20: New standard notes for Standard Drawing RHB08 to clarify note regarding design force. | |
− | '''[[ | + | '''[[147.3 Job Order Contracting (JOC)#147.3.6 Closing JOC Contracts|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 [[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. | |
− | '''[[ | + | '''[[media:616.8.10 interim.pdf|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 [[616.8 Typical Applications (MUTCD 6H)|EPG 616.8 Typical Applications]]. | |
− | '''[[ | + | '''[[751.5 Structural Detailing Guidelines|EPG 751.5 Structural Detailing Guidelines]]''' |
− | + | 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
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. 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. 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. 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. 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. 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. |