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

From Engineering_Policy_Guide
Jump to navigation Jump to search
m (EPG 113)
m (EPG 751)
(108 intermediate revisions by the same user not shown)
Line 2: Line 2:
 
{| cellspacing="3"  
 
{| cellspacing="3"  
 
|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"|
'''[[:Category:113 Construction Inspection Guidance for Contractor's Claims|EPG 113 Construction Inspection Guidance for Contractor's Claims]]'''
+
'''Integral End Bent Simple and Rigorous Pile Design'''
  
4/2/20: The procedures for handling contractor claims has been updated.
+
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.
  
'''[[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)]]'''
+
'''[[153.18 Multimodal#MO53|EPG 153.18 Multimodal]]'''
  
4/1/20: Guidance was clarified for where inadequate space exists to install a city limits sign at the standard location.
+
11/24/20: Information is now available for the new template, MO53 Preliminary Engineering Master Agreement.
  
'''[[153.8 Design#DE62|Design Division eAgreement Contracts]]'''
+
'''[[LPA:136.11 Local Public Agency Construction#136.11.13 Documentation Requirements|EPG 136.11.13 Documentation Requirements]]
  
3/31/20: New guidance is available for DE62 Stream Wetland Credit Purchase Agreement and DE66 TCF Bat Habitat Credit Purchase Agreement.
+
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]]. 
  
'''[[:Category:402 Bituminous Surface Leveling|Contract Leveling Course (CLC)]] and [[:Category:409 Seal Coat|Seal Coat]]'''  
+
'''[[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]]'''
  
3/25/20: The Contract Leveling Course and Seal Coat guidelines, as well as their pdf files, were updated.  
+
11/20/20: New standard notes for Standard Drawing RHB08 to clarify note regarding design force.
  
'''[[147.4 Fixed Price Variable Scope (FPVS) Contracting|EPG 147.4 Fixed Price Variable Scope Contracting]]'''
+
'''[[147.3 Job Order Contracting (JOC)#147.3.6 Closing JOC Contracts|EPG 147.3.6 Closing JOC Contracts]]'''
  
3/25/20: This new article provides guidance for the new contracting method, FPVS Contracting.
+
11/12/20: Clarified that a Materials Summary is not needed for Job Order Contracts.
  
'''[[153.19 Right of Way|EPG 153.19 Right of Way]]'''
+
'''Wing Lengths and C Bars'''
  
3/24/20: New eAgreements, RW55 - RW60, has been added to the listings.
+
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:642 Pedestrian Facilities|EPG 642 Pedestrian Facilities]]'''
+
'''[[media:616.8.10 interim.pdf|Fig. 616.8.10 - TMA Flagger - Lane Closure on Two-Lane Highways Using TMA Flaggers - DE/CM/MT]]'''
  
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.
+
11/10/20: Interim guidance for TMA flagger operations is now available in [[616.8 Typical Applications (MUTCD 6H)|EPG 616.8 Typical Applications]].
  
'''[[127.27 Guidelines for Obtaining Environmental Clearance for Off-Site Activities|EPG 127.27 Guidelines for Obtaining Environmental Clearance for Off-Site Activities]]'''
+
'''[[751.5 Structural Detailing Guidelines|EPG 751.5 Structural Detailing Guidelines]]'''
  
3/16/20: Borrow practices have been clarified and new permit information has been provided.
+
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.
  
'''[http://epg.modot.mo.gov/forms/CM/DBE_and_non_DBE_Subcontractor_Reporting_Form.pdf DBE and Non-DBE Subcontractor Reporting Form]'''
+
'''[[121.3 The Statewide Transportation Improvement Program (STIP)|EPG 121.3 The Statewide Transportation Improvement Program (STIP)]]'''
  
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]].
+
11/5/20: STIP information and the annual process to update the STIP were updated to current practice.
  
'''[[127.12 Air Quality|EPG 127.12 Air Quality]]'''
+
'''[[751.50 Standard Detailing Notes#(A2.9)|Updated Standard Detailing Note]]'''
  
3/13/20: Guidance was clarified.
+
11/2/20: Verbiage in A2.9 was updated to match new Standard Plan wording.
  
'''[[147.3 Job Order Contracting (JOC)#147.3.10 Guardrail and Guard Cable Repair|EPG 147.3.10 Guardrail and Guard Cable Repair]]'''
+
'''[[: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]]'''
  
3/13/20: This new guidance assists JOC administrators to identify high priority repairs for guardrail and guard cable.
+
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.
  
'''Preliminary Structure Guidance'''
+
'''[[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]]'''
  
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.
+
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.
  
'''[[127.26 Environmental Classification|EPG 127.26 Environmental Classification]]'''
+
'''Sand Barrel Impact Attenuator Arrays'''
  
3/4/20: The definitions of Categorical Exclusion, Environmental Assessment and Environmental Impact Statement were updated.
+
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.
  
'''[[LPA:136.4 Consultant Selection and Consultant Contract Management#Environmental.|EPG 136.4.2.4.3 Using the LPA On-Call Consultant List]]'''
+
'''[[: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]]'''
  
2/27/20: Two new categories (Environmental and Historic Preservation) have been added to the LPA on-call consultant guidance.
+
10/28/20: On-call consultant guidance has been updated.
  
'''[[236.4 Description Writing and Titles#236.4.4 Title Services and Responsibility|EPG 236.4.4 Title Services and Responsibility]]'''
+
'''[[237.8 Contract Time#237.8.2 Liquidated Damages|EPG 237.8.2 Liquidated Damages]]'''
  
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".
+
10/26/20: Guidance was clarified to provide justification for higher liquidated damages.
  
'''[[607.1 Applications|EPG 607.1 Fencing Applications]]'''
+
'''[[:Category:1048 Pavement Marking Material#1048.2.7.3 Acceptance|EPG 1048.2.7.3 Acceptance]]'''
  
2/14/20: Guidance for installing Interstate highway fencing was revised to current practice.
+
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.
  
'''Deck rehabilitation'''
+
'''Minimum Wall Thickness for CIP Piles and Limited Nominal Axial Resistance of CIP Piles Embedded and Tipped in Cohesionless Soils'''
  
2/6/20: Deck rehabilitation guidance has been updated to current methods.  Pay items in [[751.6 General Quantities#751.6.1 Index of Quantities|EPG 751.6.1 Index of Quantities]] were updated for supplementary wearing surface material.  Rehabilitation design guidance was expanded in [[751.1 Preliminary Design#751.1.3 Wearing Surfaces/Rehabs/Redecks/Widenings|EPG 751.1.3 Wearing Surfaces/Rehabs/Redecks/Widenings]] and [[751.40 Widening and Repair (LFD and Not Updated)#751.40.2.2 Special Repair Zones|EPG 751.40.2.2 Special Repair Zones through EPG 751.40.3.1 Wearing Surfaces]] and added in [[:Category:216 Removals for Bridge Structures#216.1 Construction Inspection Guidance for Sec 216|EPG 216 Removals for Bridge Structures]]. Standard detailing notes were updated to reflect these revisions.  [[:Category:1039 Polymer Products|EPG 1039]] was re-titled as “Polymer Products”.
+
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.
  
'''[[:Category:109 Measurement and Payment#109.14 Price Adjustment for Fuel (for Sec 109.14)|EPG 109.14 Price Adjustment for Fuel]]'''
+
'''[[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]]'''
  
1/30/20: Guidance has been coordinated with established AWP/SM practices.
+
10/9/20: To reflect legal requirements, Tax Lien guidance was added.  
  
'''[[751.6 General Quantities#751.6.2.17 Excavation|EPG 751.6.2.17 Excavation]]'''
+
'''[[:Category:108 Prosecution and Progress#108.16 Project Dates|EPG 108.16 Project Dates]]'''
  
1/30/20: Excavation guidance has been updated to address Integral End Bents, remove Semi-Deep abutments and address effects of skew.  
+
9/30/20: EPG 108.16 has been rewritten to reflect the move to AWP.
  
'''Nominal Acquisition Payment (NAP)'''
+
'''[[751.50 Standard Detailing Notes#(J1.21a)|Updated Standard Detailing Note]]'''
  
1/28/20: Guidance in [[236.6 Appraisal and Appraisal Review#D. Nominal Acquisition Payment (NAP)|EPG 236.6.3.3 Waiver Valuation]] was revised to state that NAP forms are now to be approved by the Asst. to the State Design Engineer prior to use.
+
9/28/20: Dowel requirements for inverted U-shape precast coping for large block (panel) MSE walls in Standard Note J1.21a were clarified.  
  
'''[[121.6 STIP Amendments|EPG 121.6 STIP Amendments]]'''
+
'''[[751.50 Standard Detailing Notes#(H7.8.2) Use note|New Standard Detailing Note]]'''
  
1/28/20: Guidance has been updated to reflect current practices.
+
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.
  
'''New QRG'''
+
'''[[237.5 Special Provisions|EPG 237.5 Special Provisions]]'''
  
1/22/20: The new [http://epg.modot.mo.gov/forms/CM/AWP_MA_Retroactively_Update_Materials_Conversion_Factor.docx AWP MA Retroactively Updating Materials Conversion Factor] QRG is now available in [[:Category:101 Standard Forms#AASHTOWare Project Quick Reference Guides (QRGs)|EPG 101 Standard Forms]].
+
9/22/20: Guidance has been clarified and updated to current practice.
  
'''New QRG'''  
+
'''[[127.27 Guidelines for Obtaining Environmental Clearance for Off-Site Activities|EPG 127.27 Guidelines for Obtaining Environmental Clearance for Off-Site Activities]]'''
  
1/17/20: The new [http://epg.modot.mo.gov/forms/CM/AWP_CM_Test_Equipment.doc AWP CM Test Equipment] QRG is now available in [[:Category:101 Standard Forms#AASHTOWare Project Quick Reference Guides (QRGs)|EPG 101 Standard Forms]].  
+
9/16/20: Guidance has been updated to reflect current practice.
  
'''[[media:110.2 Storm Water Permit 2020.pdf|Storm Water Permit Sign]]'''
+
'''[[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]]'''
  
1/17/20: This MoDNR stormwater permit sign has been updated in [[:Category:110 State and Federal Wage Rates and Other Requirements#Storm Water Permit|EPG 110.2 Additional Posters for Federal-Aid and State-Aid Projects]].
+
9/16/20: Guidance has been updated to clarify pile uplift design requirements for pile cap footing and to implement DSB-16-02 requirements.
  
'''Partial Depth Pavement Repairs'''
+
'''[[: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)]]'''
  
1/16/20: Guidance for the selection of different partial depth repairs has been clarified. [[:Category:613 Pavement Repair#613.1.2 Class A Partial Depth Pavement Repairs (Sec 613.20)|Class A]] and [[:Category:613 Pavement Repair#613.1.3 Class B Partial Depth Pavement Repairs (Sec 613.30)|Class B]] repair guidance was modified while new guidance for [[:Category:613 Pavement Repair#613.1.4 Class C Partial Depth Pavement Repairs (Sec 613.35)|Class C]] repairs was added.
+
9/16/20: Contractor-furnished borrow guidance has been updated to current practice.

Revision as of 14:00, 30 November 2020

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.

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.