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

From Engineering_Policy_Guide
Jump to navigation Jump to search
m
m
(8 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"|
 +
'''[[236.4 Description Writing and Titles#236.4.4 Title Services and Responsibility|EPG 236.4.4 Title Services and Responsibility]]'''
 +
 +
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".
 +
 +
'''[[607.1 Applications|EPG 607.1 Fencing Applications]]'''
 +
 +
2/14/20: Guidance for installing Interstate highway fencing was revised to current practice.
 +
 +
'''Deck rehabilitation'''
 +
 +
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”.
 +
 +
'''[[:Category:109 Measurement and Payment#109.14 Price Adjustment for Fuel (for Sec 109.14)|EPG 109.14 Price Adjustment for Fuel]]'''
 +
 +
1/30/20: Guidance has been coordinated with established AWP/SM practices.
 +
 +
'''[[751.6 General Quantities#751.6.2.17 Excavation|EPG 751.6.2.17 Excavation]]'''
 +
 +
1/30/20: Excavation guidance has been updated to address Integral End Bents, remove Semi-Deep abutments and address effects of skew.
 +
 +
'''Nominal Acquisition Payment (NAP)'''
 +
 +
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.
 +
 
'''[[121.6 STIP Amendments|EPG 121.6 STIP Amendments]]'''
 
'''[[121.6 STIP Amendments|EPG 121.6 STIP Amendments]]'''
  
 
1/28/20: Guidance has been updated to reflect current practices.
 
1/28/20: Guidance has been updated to reflect current practices.
 +
 +
'''New QRG'''
 +
 +
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]].
  
 
'''New QRG'''  
 
'''New QRG'''  
Line 73: Line 101:
  
 
12/3/19: Guidance about rounding of concrete quantities for superstructure was clarified. Guidance was added to subtract concrete displaced by CIP piles.
 
12/3/19: Guidance about rounding of concrete quantities for superstructure was clarified. Guidance was added to subtract concrete displaced by CIP piles.
 
'''Reinforcement Details'''
 
 
12/2/19:  Reinforcement details were updated in [[751.9 LFD Seismic#751.9.3.1.7 T- Joint Connections|EPG 751.9.3.1.7 T-Joint Connections]], [[751.31 Open Concrete Intermediate Bents#751.31.1.2 Rigid Frame- No Tie or Web Beam|EPG 751.31.1 and EPG 751.31.3]] and [[751.32 Concrete Pile Cap Intermediate Bents#751.32.4 Reinforcement|EPG 751.32.4 Reinforcement]] to be in accordance with new epoxy coated guidelines and with new development and splice length requirements. Alternate end bent reinforcement details for shallow structures were added in [[751.35 Concrete Pile Cap Integral End Bents#751.35.3.3 Prestressed Girder End Bent|EPG 751.35.3.3 through EPG 751.35.4.4]].       
 
 
'''[[751.50 Standard Detailing Notes|EPG 751.50 Standard Detailing Notes]]'''
 
 
11/21/19: Guidance about underlined portions of notes was added.
 
 
'''[[:Category:146 Disadvantaged Business Enterprise (DBE)#When a DBE manufacturer|EPG 146.3.2.3 Commercially Useful Function (CUF)]]'''
 
 
11/19/19: The location for storing CUF documents was updated from the archaic V: drive to eProjects.
 
 
'''[[751.11 Bearings#Taper|EPG 751.11.2.1 Elastomeric Bearings Taper]]'''
 
 
11/14/19: The illustrations have been revised to clarify the maximum allowed taper.
 
 
'''New QRG'''
 
 
11/14/19: The new [http://epg.modot.mo.gov/forms/CM/AWP_MA_Sample_Record_Acceptance_By_Certification.docx AWP MA Sample Record Acceptance By Certification] QRG is now available.
 
 
'''[[:Category:105 Control of Work#The DWR shall be created|EPG 105.9.3 Daily Work Reports]]'''
 
 
11/6/19: Guidance has been added for when Daily Work Reports in AASHTOWARE may be suspended.
 
 
'''[[236.5 Property Management#236.5.28.3 Compensation for Changes in Access|EPG 236.5.28.3 Compensation for Changes in Access]] and [[236.6 Appraisal and Appraisal Review#After the appraiser has been made aware|EPG 236.6.5.9 Non-Competitive Proposals for Contract Realty Appraisals]]'''
 
 
10/28/19: Guidance has been clarified to better reflect current practices.
 

Revision as of 09:51, 26 February 2020

EPG 236.4.4 Title Services and Responsibility

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".

EPG 607.1 Fencing Applications

2/14/20: Guidance for installing Interstate highway fencing was revised to current practice.

Deck rehabilitation

2/6/20: Deck rehabilitation guidance has been updated to current methods. Pay items in EPG 751.6.1 Index of Quantities were updated for supplementary wearing surface material. Rehabilitation design guidance was expanded in EPG 751.1.3 Wearing Surfaces/Rehabs/Redecks/Widenings and EPG 751.40.2.2 Special Repair Zones through EPG 751.40.3.1 Wearing Surfaces and added in EPG 216 Removals for Bridge Structures. Standard detailing notes were updated to reflect these revisions. EPG 1039 was re-titled as “Polymer Products”.

EPG 109.14 Price Adjustment for Fuel

1/30/20: Guidance has been coordinated with established AWP/SM practices.

EPG 751.6.2.17 Excavation

1/30/20: Excavation guidance has been updated to address Integral End Bents, remove Semi-Deep abutments and address effects of skew.

Nominal Acquisition Payment (NAP)

1/28/20: Guidance in 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.

EPG 121.6 STIP Amendments

1/28/20: Guidance has been updated to reflect current practices.

New QRG

1/22/20: The new AWP MA Retroactively Updating Materials Conversion Factor QRG is now available in EPG 101 Standard Forms.

New QRG

1/17/20: The new AWP CM Test Equipment QRG is now available in EPG 101 Standard Forms.

Storm Water Permit Sign

1/17/20: This MoDNR stormwater permit sign has been updated in EPG 110.2 Additional Posters for Federal-Aid and State-Aid Projects.

Partial Depth Pavement Repairs

1/16/20: Guidance for the selection of different partial depth repairs has been clarified. Class A and Class B repair guidance was modified while new guidance for Class C repairs was added.

EPG 236.16.5.1 Application Process

1/15/20: Guidance was clarified.

EPG 751.50 Standard Detailing Notes K1.5.1 and K1.5.2

1/14/20: Note K1.5 is now split into two notes, one for use with major roads and one for minor roads.

New Scenic Byways Article

1/13/20: Guidance reflecting established practice is presented in the new article, EPG 236.18 Scenic Byways.

MoDOT's Storm Water Pollution Prevention Plan (SWPPP)

1/10/20: EPG 806.8 Storm Water Pollution Prevention Plan (SWPPP) has been updated along with supporting guidance such as EPG 806.5 Site Inspections and BMP Repair to reflect the issuance of MoDOT's new State Operating Permit from DNR. Related new guidance includes EPG 237.2.8 Estimated Area of Disturbance and EPG 237.4.12 Erosion and Sediment Control Sheets.

Use of Hyphens in Structural Detailing

1/7/20: Guidance in EPG 751.5.1.3.4 Plurality and EPG 751.5.1.3.6 Punctuation was updated for the uniform use of hyphens.

EPG 751.35.4.3 Wing Reinforcement

12/19/19: H bar development lengths in end bent wings were slightly modified for rounding and for large skews.

EPG 409.2.8 Method of Measurement

12/19/19: This new guidance clarifies the method of measurement for seal coat.

EPG 236.3.12 Consultant Right of Way Acquisition and Relocation Services (RWRS)

12/19/19: This new guidance documents the established practice of initiating consultant right of way acquisition and relocations services.

EPG 103.1.2.1 Emergency Work Procurement Process

12/18/19: New Emergency Work Procurement Process guidance reflecting established practice is now available.

EPG 136.4.1.6 Conflict of Interest

12/16/19: Clarified guidance by adding information pertaining to when a consultant acts as a city engineer.

EPG 237.14 Electronic Design Data Delivery

12/13/19: Guidance has been updated to reflect the use of the latest design software version.

Form 806.8.2, Project-Specific SWPPP Information

12/13/19: This form (presented in EPG 806.8 and EPG 101) now has a new page for REs/Inspectors to identify the BMPs that will be used on a project.

EPG 237.14.1 MoDOT and Consultant Electronic Design Data Requirements

12/12/19: Electronic Design Data guidance was clarified.

EPG 751.6.2.5 Concrete

12/3/19: Guidance about rounding of concrete quantities for superstructure was clarified. Guidance was added to subtract concrete displaced by CIP piles.