Recent Policy Changes in the EPG: Difference between revisions

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<div style="margin: 15px; border:1px solid black; width:97%; background-color:white; padding:5px; border-radius:5px; box-shadow:10px 10px 5px #888888">March 31, 2025
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* Starting 4/1/2025 LPA projects bid will require a Bidders List Quote Summary, this update is to incorporate this requirement into the pertinent EPG articles and figures in [[:LPA:136.9_Plans,_Specs_and_Estimates_(PSE)#136.9.4.1.1.15_Disadvantaged_Business_Enterprise_(DBE)_(49_CFR_Part_26)|136.9.4.1.1.15 Disadvantaged Business Enterprise (DBE)]], [[:LPA:136.10_Advertisement_for_Bid_and_Project_Award#136.10.6.6_Disadvantaged_Business_Enterprise_(DBE)_Requirements|136.10.6.6 Disadvantaged Business Enterprise (DBE) Requirements]] and [[:LPA:136.10_Advertisement_for_Bid_and_Project_Award#136.10.7.1.1_Responsive_Bid|136.10.7.1.1 Responsive Bid]] and figures.
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<div style="margin: 15px; border:1px solid black; width:97%; background-color:white; padding:5px; border-radius:5px; box-shadow:10px 10px 5px #888888">March 19, 2025
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* Adding a new policy in EPG [[:Category:119_Project_Schedules|119 Project Schedules]] to standardize and centralize the project schedules for every project in the STIP and provide guidelines for how schedules are modified, updated, and communicated throughout the department.
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<div style="margin: 15px; border:1px solid black; width:97%; background-color:white; padding:5px; border-radius:5px; box-shadow:10px 10px 5px #888888">March 18, 2025
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* EPG [[751.38_Spread_Footings#751.38.5_Modifications_for_Load_Eccentricity|751.38.5 Modifications for Load Eccentricity]] was revised to clarify eccentricity limit for spread footing per AASHTO LRFD specifications. EPG [[751.24_Retaining_Walls#751.24.2.1_Design|751.24.2.1 Design]] and [[751.24_Retaining_Walls#751.24.3.2_Design|751.24.3.2 Design]] were revised to clarify live load requirement for seismic design.
* Added information about Performance Bonds to EPG [[:Category:941_Permits_and_Access_Requests#941.6.3.6_Deposit_Requirements|941.6.3.6 Deposit Requirements]]
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<div style="margin: 15px; border:1px solid black; width:97%; background-color:white; padding:5px; border-radius:5px; box-shadow:10px 10px 5px #888888">March 6, 2025
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* Added Balance Mix Design Q&A document in EPG [[:Category:403_Asphaltic_Concrete_Pavement|403 Asphaltic Concrete Pavement]] under the QRG's.
* Updated current practice in EPG [[751.1_Preliminary_Design#751.1.1.2_Bridge_Survey_Processing_and_Bridge_Numbering|751.1.1.2 Bridge Survey Processing and Bridge Numbering]] and added new procedure for MMA crack filler jobs on bridges.
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<div style="margin: 15px; border:1px solid black; width:97%; background-color:white; padding:5px; border-radius:5px; box-shadow:10px 10px 5px #888888">March 5, 2025
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* Updated FHWA form 1391 in EPG [[:LPA:136.11_Local_Public_Agency_Construction|136.11 Local Public Agency Construction]] and [[:LPA:136.12_Figures,_Glossary_and_Other_Useful_Links|136.12 Figures, Glossary and Other Useful Links]]
* Updated LPA Final Acceptance Report Form C-239 in EPG [[:LPA:136.11_Local_Public_Agency_Construction|136.11 Local Public Agency Construction]] and [[:LPA:136.12_Figures,_Glossary_and_Other_Useful_Links|136.12 Figures, Glossary and Other Useful Links]]. This updated form is more in alignment with information needed for SMS data entry and Tracker. It also includes instructions which will help with data consistency.
* Update to EPG [[:Category:1029_Fabricating_Prestressed_Concrete_Members_for_Bridges#1029.2.12_Prestress_Transfer|1029.2.12 Prestress Transfer]] to allow use of 4x8 cylinders.
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<div style="margin: 15px; border:1px solid black; width:97%; background-color:white; padding:5px; border-radius:5px; box-shadow:10px 10px 5px #888888">March 4, 2025
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* Revisions to EPG [[616.13_Work_Zone_Capacity,_Queue_and_Travel_Delay|616.13 Work Zone Capacity, Queue and Travel Delay]], [[616.14_Work_Zone_Safety_and_Mobility_Policy|616.14 Work Zone Safety and Mobility Policy]] and [[616.25_MoDOT_Work_Zone_Guidelines|616.25 MoDOT Work Zone Guidelines]] were made to help operation and design teams determine whether or not work should be performed during nighttime hours or daytime hours.
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<div style="margin: 15px; border:1px solid black; width:97%; background-color:white; padding:5px; border-radius:5px; box-shadow:10px 10px 5px #888888">February 18, 2025
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* Additional Clause for Road Relinquishment Agreements in EPG [[236.14_Change_in_Route_Status_Report#236.14.6_Roadway_Relinquishment_Agreement|236.14.6 Roadway Relinquishment Agreement]]. When conveying roadways to LPA's a clause can be added to the road relinquishment agreement, to convey any easements MoDOT may or may not know about. 
* Change Legal Description, Exhibit A to Property Description, Exhibit A in EPG [[236.7_Negotiation#236.7.2.20_Acquisition_by_Condemnation|236.7.2.20 Acquisition by Condemnation]] and [[238.2_Land_Surveying|238.2 Land Surveying]].
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<div style="margin: 15px; border:1px solid black; width:97%; background-color:white; padding:5px; border-radius:5px; box-shadow:10px 10px 5px #888888">February 2, 2025
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* Updates to EPG [[236.3_Administration#236.3.3.2_Right_of_Way_Cost_Estimates|236.3.3.2 Right of Way Cost Estimates]] and [[236.3_Administration#236.3.3.3_Preparation_of_Right_of_Way_Cost_Estimate_Forms|236.3.3.3 Preparation of Right of Way Cost Estimate Forms]] added link to new document Right of Way Cost Estimate Template 3.3.3A and B.
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<div style="margin: 15px; border:1px solid black; width:97%; background-color:white; padding:5px; border-radius:5px; box-shadow:10px 10px 5px #888888">January 31, 2025
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* Update to EPG [[751.50 Standard Detailing Notes#H11. Fences and Sidewalks|751.50 - H11. Fences and Sidewalks]] to clarify use of resin anchors to attach fence post to structure.
* Updated EPG [[:Category:823 Incarcerated Personnel Work Release Program|823 Incarcerated Personnel Work Release Program]] to match the Sixth Edition handbook.
* Updated EPG [[236.7 Negotiation#236.7.2.20 Acquisition by Condemnation|236.7.2.20 Acquisition by Condemnation]] to reflect current process with Relocation. Condemnation packets do not provide multiple copies of documents, only one is necessary. EPG 236.7.1.12 Relocation Section Notices has been removed, ROW no longer has a “relocation section” anymore, our ROW negotiators cover both disciplines. 
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<div style="margin: 15px; border:1px solid black; width:97%; background-color:white; padding:5px; border-radius:5px; box-shadow:10px 10px 5px #888888">January 30, 2025
<div style="margin: 15px; border:1px solid black; width:97%; background-color:white; padding:5px; border-radius:5px; box-shadow:10px 10px 5px #888888">January 30, 2025
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* Add a note I1.62 stating that the contractor is responsible for asbestos abatement if they choose to remove the handrail to slip-form the blockout in EPG [[751.50_Standard_Detailing_Notes#I1._General|751.50 - I1 General]].
* Add a note I1.62 stating that the contractor is responsible for asbestos abatement if they choose to remove the handrail to slip-form the blockout in EPG [[751.50 Standard Detailing Notes#I1. General|751.50 - I1 General]].
* Updated EPG [[:Category:747_Bridge_Reports_and_Layouts#747.2.3.4_Profile_Sheets|747.2.3.4 Profile Sheets]] and [[:Category:747_Bridge_Reports_and_Layouts#747.2.3.4.1.3_Additional_Information_for_Railroad_Crossings|747.2.3.6.3 Additional Information for Railroad Crossings]], field shots have been increased to 1,000 ft. each side of structure.
* Updated EPG [[:Category:747 Bridge Reports and Layouts#747.2.3.4 Profile Sheets|747.2.3.4 Profile Sheets]] and [[:Category:747 Bridge Reports and Layouts#747.2.3.4.1.3 Additional Information for Railroad Crossings|747.2.3.6.3 Additional Information for Railroad Crossings]], field shots have been increased to 1,000 ft. each side of structure.
* Revisions to EPG [[LPA:136.3 Federal Aid Basics#136.3.10.1 Background|136.3.10.1]] adds language to allow special road districts to receive soft match credit, and further requires that any agency doing so must be a legally identified politial subdivision in good financial standing.
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<div style="margin: 15px; border:1px solid black; width:97%; background-color:white; padding:5px; border-radius:5px; box-shadow:10px 10px 5px #888888">January 29, 2025
<div style="margin: 15px; border:1px solid black; width:97%; background-color:white; padding:5px; border-radius:5px; box-shadow:10px 10px 5px #888888">January 29, 2025
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* Simplified barrier and railing usage guidance to align with current practice. Added guidance for concrete barrier with fence attachments. in EPG [[751.1_Preliminary_Design#751.1.3.4_Barrier_or_Railing_Type,_Height_and_Guidelines_for_Curb_Blockouts|751.1.3.4 Barrier or Railing Type, Height and Guidelines for Curb Blockouts]], [[751.12_Barriers,_Railings,_Curbs_and_Fences#751.12.1_Concrete_Barriers|751.12.1 Concrete Barriers]], [[751.12_Barriers,_Railings,_Curbs_and_Fences#751.12.2_Two_Tube_Rail_(Top_Mounted)|751.12.2 Two Tube Rail (Top Mounted)]].
* Simplified barrier and railing usage guidance to align with current practice. Added guidance for concrete barrier with fence attachments. in EPG [[751.1 Preliminary Design#751.1.3.4 Barrier or Railing Type, Height and Guidelines for Curb Blockouts|751.1.3.4 Barrier or Railing Type, Height and Guidelines for Curb Blockouts]], [[751.12 Barriers, Railings, Curbs and Fences#751.12.1 Concrete Barriers|751.12.1 Concrete Barriers]], [[751.12 Barriers, Railings, Curbs and Fences#751.12.2 Two Tube Rail (Top Mounted)|751.12.2 Two Tube Rail (Top Mounted)]].
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<div style="margin: 15px; border:1px solid black; width:97%; background-color:white; padding:5px; border-radius:5px; box-shadow:10px 10px 5px #888888">January 28, 2025
<div style="margin: 15px; border:1px solid black; width:97%; background-color:white; padding:5px; border-radius:5px; box-shadow:10px 10px 5px #888888">January 28, 2025
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* Guidance added for anchor bolt sizes, coating requirements, and Grade 105 hardware in EPG [[751.11_Bearings#751.11.3_Details|751.11.3 Bearings - Details]] and [[751.50_Standard_Detailing_Notes#H3._Bearings|Standard Detailing Notes - H3. Bearings ]].
* Guidance added for anchor bolt sizes, coating requirements, and Grade 105 hardware in EPG [[751.11 Bearings#751.11.3 Details|751.11.3 Bearings - Details]] and [[751.50 Standard Detailing Notes#H3. Bearings|Standard Detailing Notes - H3. Bearings]] .
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<div style="margin: 15px; border:1px solid black; width:97%; background-color:white; padding:5px; border-radius:5px; box-shadow:10px 10px 5px #888888">January 27, 2025
<div style="margin: 15px; border:1px solid black; width:97%; background-color:white; padding:5px; border-radius:5px; box-shadow:10px 10px 5px #888888">January 27, 2025
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* Updated Web Wall guidance in EPG [[751.1_Preliminary_Design#751.1.2.28_Web_Walls|751.1.2.28 Web Walls]] to match current practice.
* Updated Web Wall guidance in EPG [[751.1 Preliminary Design#751.1.2.28 Web Walls|751.1.2.28 Web Walls]] to match current practice.
* Increased minimum specified thickness for polyester polymer concrete from 3/4" to 1" minimum thickness to ensure not less than 3/4" applied in field in EPG [[751.1_Preliminary_Design#751.1.3.6_Deck_Treatment|751.1.3.6 Deck Treatment]].
* Increased minimum specified thickness for polyester polymer concrete from 3/4" to 1" minimum thickness to ensure not less than 3/4" applied in field in EPG [[751.1 Preliminary Design#751.1.3.6 Deck Treatment|751.1.3.6 Deck Treatment]].
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<div style="margin: 15px; border:1px solid black; width:97%; background-color:white; padding:5px; border-radius:5px; box-shadow:10px 10px 5px #888888">January 24, 2025
<div style="margin: 15px; border:1px solid black; width:97%; background-color:white; padding:5px; border-radius:5px; box-shadow:10px 10px 5px #888888">January 24, 2025
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* Added EPG [[233.5_Intersection_Alternatives|233.5 Intersection Alternatives]] providing additional guidance about intersection types implemented throughout the state with more context for consideration and comparisons.
* Added EPG [[233.5 Intersection Alternatives]] providing additional guidance about intersection types implemented throughout the state with more context for consideration and comparisons.
* Added EPG [[:Category:241_Aesthetic_Considerations#241.7_Roundabout_Aesthetic_Structure|241.7 Roundabout Aesthetic Structure]] regarding new policy for determining what is allowed and the submittal/approval processes for roundabout structures on MoDOT right of way.
* Added EPG [[:Category:241 Aesthetic Considerations#241.7 Roundabout Aesthetic Structure|241.7 Roundabout Aesthetic Structure]] regarding new policy for determining what is allowed and the submittal/approval processes for roundabout structures on MoDOT right of way.
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<div style="margin: 15px; border:1px solid black; width:97%; background-color:white; padding:5px; border-radius:5px; box-shadow:10px 10px 5px #888888">January 10, 2025
<div style="margin: 15px; border:1px solid black; width:97%; background-color:white; padding:5px; border-radius:5px; box-shadow:10px 10px 5px #888888">January 10, 2025
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* Update to EPG [[:Category:110_State_and_Federal_Wage_Rates_and_Other_Requirements#110.1_Wage_Rates_(Guidance_for_Sec_110.1)|110.1 Wage Rates]] to provide clarity to who is responsible for running the report.
* Update to EPG [[:Category:110 State and Federal Wage Rates and Other Requirements#110.1 Wage Rates (Guidance for Sec 110.1)|110.1 Wage Rates]] to provide clarity to who is responsible for running the report.
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<div style="margin: 15px; border:1px solid black; width:97%; background-color:white; padding:5px; border-radius:5px; box-shadow:10px 10px 5px #888888">January 9, 2025
<div style="margin: 15px; border:1px solid black; width:97%; background-color:white; padding:5px; border-radius:5px; box-shadow:10px 10px 5px #888888">January 9, 2025
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* Updates to billboard policies were made to EPG [[236.16_Outdoor_Advertising|236.16 Outdoor Advertising]].
* Updates to billboard policies were made to EPG [[236.16 Outdoor Advertising]].
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<div style="margin: 15px; border:1px solid black; width:97%; background-color:white; padding:5px; border-radius:5px; box-shadow:10px 10px 5px #888888">January 3, 2025
<div style="margin: 15px; border:1px solid black; width:97%; background-color:white; padding:5px; border-radius:5px; box-shadow:10px 10px 5px #888888">January 3, 2025
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* Updated EPG [[141.1_Cost_Share_Program|141.1 Cost Share Program]] to reflect the Commission policy change that increased the set aside portion for economic development from 10% to 20%.
* Updated EPG [[141.1 Cost Share Program]] to reflect the Commission policy change that increased the set aside portion for economic development from 10% to 20%.
* EPG [https://epg.modot.org/forms/general_files/DE/RW-LPA/CS_Invoice_Documentation_Checklist.docx Fig. 136.4.18] is being revised to include supporting documentation requirements related to consultant travel expenses.
* EPG [https://epg.modot.org/forms/general_files/DE/RW-LPA/CS_Invoice_Documentation_Checklist.docx Fig. 136.4.18] is being revised to include supporting documentation requirements related to consultant travel expenses.
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<div style="margin: 15px; border:1px solid black; width:97%; background-color:white; padding:5px; border-radius:5px; box-shadow:10px 10px 5px #888888">January 2, 2025
<div style="margin: 15px; border:1px solid black; width:97%; background-color:white; padding:5px; border-radius:5px; box-shadow:10px 10px 5px #888888">January 2, 2025
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* EPG [[147.3_Job_Order_Contracting_(JOC)#147.3.9_Change_Order_Approvals|147.3.9 Change Order Approvals]] was updated with minor changes.
* EPG [[147.3 Job Order Contracting (JOC)#147.3.9 Change Order Approvals|147.3.9 Change Order Approvals]] was updated with minor changes.
* Minor updates were made to several Multimodal Boilerplate Agreement templates due to required federal changes in EPG [[153.19_Multimodal|153.19 Multimodal]]
* Minor updates were made to several Multimodal Boilerplate Agreement templates due to required federal changes in EPG [[153.19 Multimodal]]
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<div style="margin: 15px; border:1px solid black; width:97%; background-color:white; padding:5px; border-radius:5px; box-shadow:10px 10px 5px #888888">December 24, 2024
<div style="margin: 15px; border:1px solid black; width:97%; background-color:white; padding:5px; border-radius:5px; box-shadow:10px 10px 5px #888888">December 24, 2024
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* COCCO/RCO and COROW have collectively determined the Alternative Location Letters as defined within EPG [[:Category:235_Preliminary_Plans#235.6_Approval_of_Preliminary_Plan|Approval of Preliminary Plan]] and EPG [[236.10_Right_Of_Way_Condemnation#236.10.7.3_Written_Notice_(RSMo_523.250)|236.10.7.3 Written Notice (RSMo 523.250)]] ARE NO LONGER REQUIRED.   
* COCCO/RCO and COROW have collectively determined the Alternative Location Letters as defined within EPG [[:Category:235 Preliminary Plans#235.6 Approval of Preliminary Plan|Approval of Preliminary Plan]] and EPG [[236.10 Right Of Way Condemnation#236.10.7.3 Written Notice (RSMo 523.250)|236.10.7.3 Written Notice (RSMo 523.250)]] ARE NO LONGER REQUIRED.   
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<div style="margin: 15px; border:1px solid black; width:97%; background-color:white; padding:5px; border-radius:5px; box-shadow:10px 10px 5px #888888">December 13, 2024
<div style="margin: 15px; border:1px solid black; width:97%; background-color:white; padding:5px; border-radius:5px; box-shadow:10px 10px 5px #888888">December 13, 2024
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* Adjusted language to use a prescriptive term for water elevation in EPG [[751.1_Preliminary_Design#751.1.2.9.2_Steel_Girder_Options|751.1.2.9.2 Steel Girder Options]].
* Adjusted language to use a prescriptive term for water elevation in EPG [[751.1 Preliminary Design#751.1.2.9.2 Steel Girder Options|751.1.2.9.2 Steel Girder Options]].
* Revised EPG [[106.12_Qualified_Lists_(QL)_and_Pre-Acceptance_Lists_(PAL)|106.12 Qualified Lists (QL) and Pre-Acceptance Lists (PAL)]] to provide a definition of qualified lists. This is to help clarify the difference between qualified materials and materials on the pre-apporved list (PAL).
* Revised EPG [[106.12 Qualified Lists (QL) and Pre-Acceptance Lists (PAL)]] to provide a definition of qualified lists. This is to help clarify the difference between qualified materials and materials on the pre-apporved list (PAL).
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<div style="margin: 15px; border:1px solid black; width:97%; background-color:white; padding:5px; border-radius:5px; box-shadow:10px 10px 5px #888888">December 12, 2024
<div style="margin: 15px; border:1px solid black; width:97%; background-color:white; padding:5px; border-radius:5px; box-shadow:10px 10px 5px #888888">December 12, 2024
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* Updated EPG [[643.4_Railroads#643.4.1.6_Property_Rights_from_Railroads|643.4.1.6 Property Rights from Railroads]] and  EPG[[236.7_Negotiation#236.7.5.2_Railroads|236.7.5.2 Railroads]]to match current process of ROW liaisons coordinating ROW acquisition with RR companies rather than the Multimodal RR staff.
* Updated EPG [[643.4 Railroads#643.4.1.6 Property Rights from Railroads|643.4.1.6 Property Rights from Railroads]] and  EPG[[236.7 Negotiation#236.7.5.2 Railroads|236.7.5.2 Railroads]]to match current process of ROW liaisons coordinating ROW acquisition with RR companies rather than the Multimodal RR staff.
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<div style="margin: 15px; border:1px solid black; width:97%; background-color:white; padding:5px; border-radius:5px; box-shadow:10px 10px 5px #888888">December 11, 2024
<div style="margin: 15px; border:1px solid black; width:97%; background-color:white; padding:5px; border-radius:5px; box-shadow:10px 10px 5px #888888">December 11, 2024
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* Removed TR17 Traffic Engineering Studies and TR18 Towing Services Agreement from EPG [[153.21_Traffic|153.21 Traffic]], they are no longer used.
* Removed TR17 Traffic Engineering Studies and TR18 Towing Services Agreement from EPG [[153.21 Traffic]], they are no longer used.
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<div style="margin: 15px; border:1px solid black; width:97%; background-color:white; padding:5px; border-radius:5px; box-shadow:10px 10px 5px #888888">November 27, 2024
<div style="margin: 15px; border:1px solid black; width:97%; background-color:white; padding:5px; border-radius:5px; box-shadow:10px 10px 5px #888888">November 27, 2024
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* Added guidance to EPG [[:Category:109_Measurement_and_Payment#109.12.2_Change_Order_Approval|109.12.2 Change Order Approval]] to disallow the practice of contractors typing disclaimers on change orders when they sign.
* Added guidance to EPG [[:Category:109 Measurement and Payment#109.12.2 Change Order Approval|109.12.2 Change Order Approval]] to disallow the practice of contractors typing disclaimers on change orders when they sign.
* Revised EPG [[751.24_Retaining_Walls#751.24.2.1_Design|751.24.2.1 Design]] to allow wetcast modular wall blocks in splash zones for non-critical structural application.  
* Revised EPG [[751.24 Retaining Walls#751.24.2.1 Design|751.24.2.1 Design]] to allow wetcast modular wall blocks in splash zones for non-critical structural application.  
* Updated EPG [[751.32_Concrete_Pile_Cap_Intermediate_Bents#751.32.4.2_Encased_Pile_Cap_Bent|751.32.4.2 Encased Pile Cap Bent]] to allow #4 @ 12" (min.) stirrup bars for encased pile cap bents instead of #5 @ 12” (min.).  
* Updated EPG [[751.32 Concrete Pile Cap Intermediate Bents#751.32.4.2 Encased Pile Cap Bent|751.32.4.2 Encased Pile Cap Bent]] to allow #4 @ 12" (min.) stirrup bars for encased pile cap bents instead of #5 @ 12” (min.).  
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<div style="margin: 15px; border:1px solid black; width:97%; background-color:white; padding:5px; border-radius:5px; box-shadow:10px 10px 5px #888888">November 21, 2024
<div style="margin: 15px; border:1px solid black; width:97%; background-color:white; padding:5px; border-radius:5px; box-shadow:10px 10px 5px #888888">November 21, 2024
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* Harden language to not allow multi-cell box culverts where medium to heavy drift/debris is reported in EPG [[751.1_Preliminary_Design#751.1.2.8_Box_Culverts|751.1.2.8 Box Culverts]].
* Harden language to not allow multi-cell box culverts where medium to heavy drift/debris is reported in EPG [[751.1 Preliminary Design#751.1.2.8 Box Culverts|751.1.2.8 Box Culverts]].
* Clarified TSR information for sample records in EPG [[:Category:403_Asphaltic_Concrete_Pavement#403.1.5_Mixture_Production_Specification_Limits_.28Sec_403.5.29|403.1.5 Mixture Production Specification Limits (Sec 403.5)]].
* Clarified TSR information for sample records in EPG [[:Category:403 Asphaltic Concrete Pavement#403.1.5 Mixture Production Specification Limits .28Sec 403.5.29|403.1.5 Mixture Production Specification Limits (Sec 403.5)]].
* Updating EPG [[642.14_ADA_Transition_Plan|642.14 ADA Transition Plan|903.6.11 Chevron Alignment Sign (W1-8) (MUTCD Section 2C.09)]] to better describe the process for removal of pedestrian facilities that are not the responsbility of the MoDOT and adds a reference to EPG [[642.2_Consideration_of_Pedestrian_Facilites_on_Projects|642.2 Consideration of Pedestrian Facilities on Projects]].
* Updating EPG [[642.14 ADA Transition Plan|642.14 ADA Transition Plan|903.6.11 Chevron Alignment Sign (W1-8) (MUTCD Section 2C.09)]] to better describe the process for removal of pedestrian facilities that are not the responsbility of the MoDOT and adds a reference to EPG [[642.2 Consideration of Pedestrian Facilites on Projects|642.2 Consideration of Pedestrian Facilities on Projects]].
* Updated EPG [[903.6_Warning_Signs#903.6.11_Chevron_Alignment_Sign_.28W1-8.29_.28MUTCD_Section_2C.09.29|903.6.11 Chevron Alignment Sign (W1-8) (MUTCD Section 2C.09)]] this revision involves cleaning up and making the language of the policy more clear to users, removing old information regarding chevrons that no longer apply, changing the current policy from 10mph or greater speed difference to 15mph or greater speed difference, including new language from the 2023 MUTCD.
* Updated EPG [[903.6 Warning Signs#903.6.11 Chevron Alignment Sign .28W1-8.29 .28MUTCD Section 2C.09.29|903.6.11 Chevron Alignment Sign (W1-8) (MUTCD Section 2C.09)]] this revision involves cleaning up and making the language of the policy more clear to users, removing old information regarding chevrons that no longer apply, changing the current policy from 10mph or greater speed difference to 15mph or greater speed difference, including new language from the 2023 MUTCD.
* ASTM A252 Grade 3 may not be meeting weldable material requirements - updates were made to [[:Category:702_Load-Bearing_Piles#702.1.1_Cast-In-Place_.28CIP.29_Concrete_Piles_.28Sec_702.2.1.29|702.1.1 Cast-In-Place (CIP) Concrete Piles (Sec 702.2.1)]], [[751.3_Structural_Steel_Design_Properties|751.3 Structural Steel Design Properties]], [[751.36_Driven_Piles#751.36.2.1.2_Cast-In-Place_.28CIP.29_Pile|751.36.2.1.2 Cast-In-Place (CIP) Pile]], [[751.36_Driven_Piles#751.36.5.5_Preliminary_Structural_Nominal_Axial_Design_Capacity_.28PNDC.29_of_an_individual_pile|751.36.5.5 Preliminary Structural Nominal Axial Design Capacity (PNDC) of an individual pile]], [[751.36_Driven_Piles#751.36.5.7.1.2_Design_Values_for_Individual_Cast-In-Place_.28CIP.29_Pile|751.36.5.7.1.2 Design Values for Individual Cast-In-Place (CIP) Pile]], [[751.36_Driven_Piles#751.36.5.7.2.2_Design_Values_for_Individual_Cast-In-Place_.28CIP.29_Pile|751.36.5.7.2.2 Design Values for Individual Cast-In-Place (CIP) Pile]], [[751.39_Pile_Footings#751.39.6.2_Pile_Pull-out_Force|751.39.6.2 Pile Pull-out Force]], and [[751.50_Standard_Detailing_Notes|751.50 Standard Detailing Notes A1.3, G5a1 and G5b1]].
* ASTM A252 Grade 3 may not be meeting weldable material requirements - updates were made to [[:Category:702 Load-Bearing Piles#702.1.1 Cast-In-Place .28CIP.29 Concrete Piles .28Sec 702.2.1.29|702.1.1 Cast-In-Place (CIP) Concrete Piles (Sec 702.2.1)]], [[751.3 Structural Steel Design Properties]], [[751.36 Driven Piles#751.36.2.1.2 Cast-In-Place .28CIP.29 Pile|751.36.2.1.2 Cast-In-Place (CIP) Pile]], [[751.36 Driven Piles#751.36.5.5 Preliminary Structural Nominal Axial Design Capacity .28PNDC.29 of an individual pile|751.36.5.5 Preliminary Structural Nominal Axial Design Capacity (PNDC) of an individual pile]], [[751.36 Driven Piles#751.36.5.7.1.2 Design Values for Individual Cast-In-Place .28CIP.29 Pile|751.36.5.7.1.2 Design Values for Individual Cast-In-Place (CIP) Pile]], [[751.36 Driven Piles#751.36.5.7.2.2 Design Values for Individual Cast-In-Place .28CIP.29 Pile|751.36.5.7.2.2 Design Values for Individual Cast-In-Place (CIP) Pile]], [[751.39 Pile Footings#751.39.6.2 Pile Pull-out Force|751.39.6.2 Pile Pull-out Force]], and [[751.50 Standard Detailing Notes|751.50 Standard Detailing Notes A1.3, G5a1 and G5b1]].
* Updated the buffer that contractors must utilize if human remains are encountered during construction in EPG [[127.2_Historic_Preservation_and_Cultural_Resources#127.2.9.2_Human_Remains_Encountered_During_Construction|127.2.9.2 Human Remains Encountered During Construction]].
* Updated the buffer that contractors must utilize if human remains are encountered during construction in EPG [[127.2 Historic Preservation and Cultural Resources#127.2.9.2 Human Remains Encountered During Construction|127.2.9.2 Human Remains Encountered During Construction]].
* Added [[751.50_Standard_Detailing_Notes#I1._General|751.50 Standard Detailing Notes I1.18]] to use with polyester polymer concrete (PPC) wearing surfaces.
* Added [[751.50 Standard Detailing Notes#I1. General|751.50 Standard Detailing Notes I1.18]] to use with polyester polymer concrete (PPC) wearing surfaces.
* Clarify staged bridge construction with MSE walls at the abutments and minimum backfill cover requirements for drainpipe under the leveling pad in EPG [[751.1_Preliminary_Design#751.1.2.11_Staged_Construction|751.1.2.11 Staged Construction]], [[751.24_Retaining_Walls#751.24.2.1_Design|751.24.2.1 Design]] and [[751.50_Standard_Detailing_Notes#J1._General|751.50 note J1.43]].
* Clarify staged bridge construction with MSE walls at the abutments and minimum backfill cover requirements for drainpipe under the leveling pad in EPG [[751.1 Preliminary Design#751.1.2.11 Staged Construction|751.1.2.11 Staged Construction]], [[751.24 Retaining Walls#751.24.2.1 Design|751.24.2.1 Design]] and [[751.50 Standard Detailing Notes#J1. General|751.50 note J1.43]].
* Reorganization of EPG [[751.40_LFD_Widening_and_Repair|751.40 LFD Widening and Repair]].
* Reorganization of EPG [[751.40 LFD Widening and Repair]].
* The revisions to EPG [[:Category:1001_General_Requirements_for_Material|1001 General Requirements for Material]], [[:Category:1005_Aggregate_for_Concrete|1005 Aggregate for Concrete]],  and [[106.3.2.93_TM-93,_Alkali_Carbonate_Reactivity_Screening|106.3.2.93 TM-93, Alkali Carbonate Reactivity Screening]] will help ensure concrete pavement and masonry are durable and will last the anticipated life span.
* The revisions to EPG [[:Category:1001 General Requirements for Material|1001 General Requirements for Material]], [[:Category:1005 Aggregate for Concrete|1005 Aggregate for Concrete]],  and [[106.3.2.93 TM-93, Alkali Carbonate Reactivity Screening]] will help ensure concrete pavement and masonry are durable and will last the anticipated life span.
</div>
</div>


<div style="margin: 15px; border:1px solid black; width:97%; background-color:white; padding:5px; border-radius:5px; box-shadow:10px 10px 5px #888888">November 20, 2024
<div style="margin: 15px; border:1px solid black; width:97%; background-color:white; padding:5px; border-radius:5px; box-shadow:10px 10px 5px #888888">November 20, 2024
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* Updated EPG [[:Category:108_Prosecution_and_Progress#108.16_Project_Dates|108.16 Project Dates]] the internal process was rearranged so dates flow with life of project. Removed references to actual and projected dates, they are no longer used in AWP software.
* Updated EPG [[:Category:108 Prosecution and Progress#108.16 Project Dates|108.16 Project Dates]] the internal process was rearranged so dates flow with life of project. Removed references to actual and projected dates, they are no longer used in AWP software.
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<div style="margin: 15px; border:1px solid black; width:97%; background-color:white; padding:5px; border-radius:5px; box-shadow:10px 10px 5px #888888">October 11, 2024
<div style="margin: 15px; border:1px solid black; width:97%; background-color:white; padding:5px; border-radius:5px; box-shadow:10px 10px 5px #888888">October 11, 2024
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* Removed restriction for use of transparent bridge deck forms on horizontally curved structures in [[751.10_General_Superstructure#751.10.2.4_Transparent_Forms | EPG 751.10.2.4 Transparent Forms]].
* Removed restriction for use of transparent bridge deck forms on horizontally curved structures in [[751.10 General Superstructure#751.10.2.4 Transparent Forms| EPG 751.10.2.4 Transparent Forms]].
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<div style="margin: 15px; border:1px solid black; width:97%; background-color:white; padding:5px; border-radius:5px; box-shadow:10px 10px 5px #888888">October 10, 2024
<div style="margin: 15px; border:1px solid black; width:97%; background-color:white; padding:5px; border-radius:5px; box-shadow:10px 10px 5px #888888">October 10, 2024
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* Revised Tack Coat application rate for estimating quantities for bridges in [[751.6_General_Quantities#751.6.2.16_Tack_Coat | EPG 751.6.2.16 Tack Coat]].
* Revised Tack Coat application rate for estimating quantities for bridges in [[751.6 General Quantities#751.6.2.16 Tack Coat| EPG 751.6.2.16 Tack Coat]].
* Updated guidance with the State Funded ROW A-date process and clarified some other steps regarding the limited a-date process in [[236.3_Administration#236.3.4_Right_of_Way_Acquisition_Authority_and_Project_Funding | EPG 236.3.4 Right of Way Acquisition Authority and Project Funding]].   
* Updated guidance with the State Funded ROW A-date process and clarified some other steps regarding the limited a-date process in [[236.3 Administration#236.3.4 Right of Way Acquisition Authority and Project Funding| EPG 236.3.4 Right of Way Acquisition Authority and Project Funding]].   
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<div style="margin: 15px; border:1px solid black; width:97%; background-color:white; padding:5px; border-radius:5px; box-shadow:10px 10px 5px #888888">October 9, 2024
<div style="margin: 15px; border:1px solid black; width:97%; background-color:white; padding:5px; border-radius:5px; box-shadow:10px 10px 5px #888888">October 9, 2024
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* Update guidance on addressing apprenticeship guidance on prevailing wage rates in [[:Category:110_State_and_Federal_Wage_Rates_and_Other_Requirements#110.3_Prevailing_Wages_and_Records_.28Guidance_for_Sec_110.3.29 | EPG110.3 Prevailing Wages and Records (Guidance for Sec 110.3)]].
* Update guidance on addressing apprenticeship guidance on prevailing wage rates in [[:Category:110 State and Federal Wage Rates and Other Requirements#110.3 Prevailing Wages and Records .28Guidance for Sec 110.3.29| EPG110.3 Prevailing Wages and Records (Guidance for Sec 110.3)]].
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<div style="margin: 15px; border:1px solid black; width:97%; background-color:white; padding:5px; border-radius:5px; box-shadow:10px 10px 5px #888888">September 16, 2024
<div style="margin: 15px; border:1px solid black; width:97%; background-color:white; padding:5px; border-radius:5px; box-shadow:10px 10px 5px #888888">September 16, 2024
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* Revised monetary limits due to the new 49 CFR part 24 final rule for relocation benefits and minor grammar updates were also made in [[236.8_Relocation_Assistance_Program|EPG 236.8 Relocation Assistance Program]].
* Revised monetary limits due to the new 49 CFR part 24 final rule for relocation benefits and minor grammar updates were also made in [[236.8 Relocation Assistance Program|EPG 236.8 Relocation Assistance Program]].
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<div style="margin: 15px; border:1px solid black; width:97%; background-color:white; padding:5px; border-radius:5px; box-shadow:10px 10px 5px #888888">July 22, 2024
<div style="margin: 15px; border:1px solid black; width:97%; background-color:white; padding:5px; border-radius:5px; box-shadow:10px 10px 5px #888888">July 22, 2024
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* Updated EPG [[:Category:408_Prime_Coat#408.1.5_Method_of_Measurement_.28Sec_408.5.29|408.1.5 Method of Measurement (Sec 408.5)]] to provide guidance and specifications for volume correction of liquid asphalt.
* Updated EPG [[:Category:408 Prime Coat#408.1.5 Method of Measurement .28Sec 408.5.29|408.1.5 Method of Measurement (Sec 408.5)]] to provide guidance and specifications for volume correction of liquid asphalt.
* Updated Longitudinal Buffer Spaces (Table  616.3.6) in EPG [[616.3_Temporary_Traffic_Control_Elements_(MUTCD_Chapter_6C)#616.3.6.4_Side_Road_Tapers|616.3.6.4 Side Road Tapers]].
* Updated Longitudinal Buffer Spaces (Table  616.3.6) in EPG [[616.3 Temporary Traffic Control Elements (MUTCD Chapter 6C)#616.3.6.4 Side Road Tapers|616.3.6.4 Side Road Tapers]].
* Updates to EPG [[:Category:618_Mobilization|618 Mobilization]], this eliminates a separate payment for contract bond and RR insurance. No change to the retention of mobilization in excess of 10% of the contract (released at acceptance for maintenance).
* Updates to EPG [[:Category:618 Mobilization|618 Mobilization]], this eliminates a separate payment for contract bond and RR insurance. No change to the retention of mobilization in excess of 10% of the contract (released at acceptance for maintenance).
* Updates to reflect LRFD seismic bridge and retaining wall design policy implementation in EPG [[321.2_Geotechnical_Guidelines#321.2.4.4_Light_Towers|321.2.4.4]], [[:Category:720_Mechanically_Stabilized_Earth_Wall_Systems#720.1_Materials_Guidance_for_Sec_720|720.1]], [[:Category:747_Bridge_Reports_and_Layouts#747.2.6.2_Mechanically_Stabilized_Earth_.28MSE.29_Wall_Systems|747.2.6.2]], [[:Category:751_LRFD_Bridge_Design_Guidelines|multiple articles in 751]], [[:Category:756_Seismic_Design|756]] and [[:Category:1052_Mechanically_Stabilized_Earth_Wall_(MSE)_and_Sound_Wall_System_Components|multiple articles in 1052]].
* Updates to reflect LRFD seismic bridge and retaining wall design policy implementation in EPG [[321.2 Geotechnical Guidelines#321.2.4.4 Light Towers|321.2.4.4]], [[:Category:720 Mechanically Stabilized Earth Wall Systems#720.1 Materials Guidance for Sec 720|720.1]], [[:Category:747 Bridge Reports and Layouts#747.2.6.2 Mechanically Stabilized Earth .28MSE.29 Wall Systems|747.2.6.2]], [[:Category:751 LRFD Bridge Design Guidelines|multiple articles in 751]], [[:Category:756 Seismic Design|756]] and [[:Category:1052 Mechanically Stabilized Earth Wall (MSE) and Sound Wall System Components|multiple articles in 1052]].
* Include EPG guidance for use of stay-in-place transparent forms for bridge decks in EPG [[751.6_General_Quantities#751.6.1_Index_of_Quantities|751.6.1 Index of Quantities]], [[751.10_General_Superstructure#751.10.1.7_Standard_Bridge_Deck_Details|751.10.1.7 Standard Bridge Deck Details]], [[751.10_General_Superstructure#751.10.2.4_Transparent_Forms|751.10.2.4 Transparent Forms]] and [[751.50_Standard_Detailing_Notes#B3c._Slabs_on_Steel.2C_Concrete_and_Semi-Deep_Abutment.2C_and_Reinforced_Concrete_Wearing_Surfaces.|751.50 Standard Detailing Notes]].
* Include EPG guidance for use of stay-in-place transparent forms for bridge decks in EPG [[751.6 General Quantities#751.6.1 Index of Quantities|751.6.1 Index of Quantities]], [[751.10 General Superstructure#751.10.1.7 Standard Bridge Deck Details|751.10.1.7 Standard Bridge Deck Details]], [[751.10 General Superstructure#751.10.2.4 Transparent Forms|751.10.2.4 Transparent Forms]] and [[751.50 Standard Detailing Notes#B3c. Slabs on Steel.2C Concrete and Semi-Deep Abutment.2C and Reinforced Concrete Wearing Surfaces.|751.50 Standard Detailing Notes]].
* Chain link fence revised for LRFD specifications and added 120-inch straight and 96-inch curved chain link fence options. Fence posts are attached to top of curb. Chain link fence with Type D and H barrier options also added to allow the barrier to be slip-formed with chain link fence posts attached to back face of barrier, see EPG [[751.5_Structural_Detailing_Guidelines#751.5.8.5_Pedestrian_Railing|751.5.8.5 Pedestrian Railing]], [[751.6_General_Quantities|751.6 General Quantities]], [[751.12_Barriers,_Railings,_Curbs_and_Fences#751.12.4_Chain_Link_Fence|751.12.4 Chain Link Fence]] and [[751.50_Standard_Detailing_Notes#H11._Fences_and_Sidewalks|751.50-H11 Standard Detailing Notes]].
* Chain link fence revised for LRFD specifications and added 120-inch straight and 96-inch curved chain link fence options. Fence posts are attached to top of curb. Chain link fence with Type D and H barrier options also added to allow the barrier to be slip-formed with chain link fence posts attached to back face of barrier, see EPG [[751.5 Structural Detailing Guidelines#751.5.8.5 Pedestrian Railing|751.5.8.5 Pedestrian Railing]], [[751.6 General Quantities]], [[751.12 Barriers, Railings, Curbs and Fences#751.12.4 Chain Link Fence|751.12.4 Chain Link Fence]] and [[751.50 Standard Detailing Notes#H11. Fences and Sidewalks|751.50-H11 Standard Detailing Notes]].
</div>
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<div style="margin: 15px; border:1px solid black; width:97%; background-color:white; padding:5px; border-radius:5px; box-shadow:10px 10px 5px #888888">July 18, 2024
<div style="margin: 15px; border:1px solid black; width:97%; background-color:white; padding:5px; border-radius:5px; box-shadow:10px 10px 5px #888888">July 18, 2024
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* EPG [[751.1_Preliminary_Design#751.1.3.4_Barrier_or_Railing_Type.2C_Height_and_Guidelines_for_Curb_Blockouts|751.1.3.4 Barrier or Railing Type, Height and Guidelines for Curb Blockouts]] was updated to correct the crash test classification for the 12” x 29” vertical bridge barrier.  
* EPG [[751.1 Preliminary Design#751.1.3.4 Barrier or Railing Type.2C Height and Guidelines for Curb Blockouts|751.1.3.4 Barrier or Railing Type, Height and Guidelines for Curb Blockouts]] was updated to correct the crash test classification for the 12” x 29” vertical bridge barrier.  
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<div style="margin: 15px; border:1px solid black; width:97%; background-color:white; padding:5px; border-radius:5px; box-shadow:10px 10px 5px #888888">July 11, 2024
<div style="margin: 15px; border:1px solid black; width:97%; background-color:white; padding:5px; border-radius:5px; box-shadow:10px 10px 5px #888888">July 11, 2024
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* Current armor detail is no longer in production. An optional armor detail is provided in bridge standard drawings. Added a standard note for those drawings to EPG [[751.50_Standard_Detailing_Notes#H5d._Strip_Seal_.28Notes_for_Bridge_Standard_Drawings.29|751.50]].
* Current armor detail is no longer in production. An optional armor detail is provided in bridge standard drawings. Added a standard note for those drawings to EPG [[751.50 Standard Detailing Notes#H5d. Strip Seal .28Notes for Bridge Standard Drawings.29|751.50]].
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<div style="margin: 15px; border:1px solid black; width:97%; background-color:white; padding:5px; border-radius:5px; box-shadow:10px 10px 5px #888888">July 3, 2024
<div style="margin: 15px; border:1px solid black; width:97%; background-color:white; padding:5px; border-radius:5px; box-shadow:10px 10px 5px #888888">July 3, 2024
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* Updated Safer Document in EPG [[907.9_Safety_Assessment_For_Every_Roadway_(SAFER)|907.9]].
* Updated Safer Document in EPG [[907.9 Safety Assessment For Every Roadway (SAFER)|907.9]].
* Updated the language in EPG [[:Category:128_Conceptual_Studies#128.2_Preventive_Maintenance_Projects_.281R_and_2R.29|128.2 Preventive Maintenance Projects (1R and 2R)]] to be consistent with the messaging for the SAFER program.   
* Updated the language in EPG [[:Category:128 Conceptual Studies#128.2 Preventive Maintenance Projects .281R and 2R.29|128.2 Preventive Maintenance Projects (1R and 2R)]] to be consistent with the messaging for the SAFER program.   
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<div style="margin: 15px; border:1px solid black; width:97%; background-color:white; padding:5px; border-radius:5px; box-shadow:10px 10px 5px #888888">July 2, 2024
<div style="margin: 15px; border:1px solid black; width:97%; background-color:white; padding:5px; border-radius:5px; box-shadow:10px 10px 5px #888888">July 2, 2024
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* EPG [[:Category:941_Permits_and_Access_Requests#941.9.8.4_Culvert_Pipe|941.9.8.4 Culvert Pipe]] updates the terminology of the plastic pipes and updates the guidance on use with driveways.
* EPG [[:Category:941 Permits and Access Requests#941.9.8.4 Culvert Pipe|941.9.8.4 Culvert Pipe]] updates the terminology of the plastic pipes and updates the guidance on use with driveways.
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<div style="margin: 15px; border:1px solid black; width:97%; background-color:white; padding:5px; border-radius:5px; box-shadow:10px 10px 5px #888888">June 27, 2024
<div style="margin: 15px; border:1px solid black; width:97%; background-color:white; padding:5px; border-radius:5px; box-shadow:10px 10px 5px #888888">June 27, 2024
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* Update EPG [[147.3_Job_Order_Contracting_(JOC)|147.3 Job Order Contracting (JOC)]] to provide clarity for submitting non-standard JOCs.
* Update EPG [[147.3 Job Order Contracting (JOC)]] to provide clarity for submitting non-standard JOCs.
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<div style="margin: 15px; border:1px solid black; width:97%; background-color:white; padding:5px; border-radius:5px; box-shadow:10px 10px 5px #888888">June 21, 2024
<div style="margin: 15px; border:1px solid black; width:97%; background-color:white; padding:5px; border-radius:5px; box-shadow:10px 10px 5px #888888">June 21, 2024
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* Updated processes and procedures related to Environmental/Historic Preservation work on LPA projects in EPG [[:LPA:136.6_Environmental_and_Cultural_Requirements|136.6 Environmental and Cultural Requirements]].
* Updated processes and procedures related to Environmental/Historic Preservation work on LPA projects in EPG [[LPA:136.6 Environmental and Cultural Requirements|136.6 Environmental and Cultural Requirements]].
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<div style="margin: 15px; border:1px solid black; width:97%; background-color:white; padding:5px; border-radius:5px; box-shadow:10px 10px 5px #888888">June 5, 2024
<div style="margin: 15px; border:1px solid black; width:97%; background-color:white; padding:5px; border-radius:5px; box-shadow:10px 10px 5px #888888">June 5, 2024
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* Added a standard note to ensure that touch-up products for galvanized reinforcing steel do not contain aluminum in EPG [[751.50_Standard_Detailing_Notes#C1._Bill_of_Reinforcing_Steel|751.50 Standard Detailing Notes]].
* Added a standard note to ensure that touch-up products for galvanized reinforcing steel do not contain aluminum in EPG [[751.50 Standard Detailing Notes#C1. Bill of Reinforcing Steel|751.50 Standard Detailing Notes]].
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<div style="margin: 15px; border:1px solid black; width:97%; background-color:white; padding:5px; border-radius:5px; box-shadow:10px 10px 5px #888888">May 28, 2024
<div style="margin: 15px; border:1px solid black; width:97%; background-color:white; padding:5px; border-radius:5px; box-shadow:10px 10px 5px #888888">May 28, 2024
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* EPG [[:Category:105_Control_of_Work#105.15.2_Final_Acceptance|105.15.2 Final Acceptance]] was updated to clarify the DBE Final Payment Form now serves as the required DBE Participation List and Final Verification.
* EPG [[:Category:105 Control of Work#105.15.2 Final Acceptance|105.15.2 Final Acceptance]] was updated to clarify the DBE Final Payment Form now serves as the required DBE Participation List and Final Verification.
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<div style="margin: 15px; border:1px solid black; width:97%; background-color:white; padding:5px; border-radius:5px; box-shadow:10px 10px 5px #888888">May 23, 2024
<div style="margin: 15px; border:1px solid black; width:97%; background-color:white; padding:5px; border-radius:5px; box-shadow:10px 10px 5px #888888">May 23, 2024
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* Updated EPG [[751.37_Drilled_Shafts#751.37.1.1_Dimensions_and_Nomenclature|751.37.1.1 Dimensions and Nomenclature]], [[751.37_Drilled_Shafts#751.37.1.6_Drilled_Shaft_General_Detail_Considerations|751.37.1.6 Drilled Shaft General Detail Considerations]] and [[751.50_Standard_Detailing_Notes#G8._Drilled_Shaft|751.50 Standard Detailing Notes - G8. Drilled Shaft]] to clarify column and drilled shaft connection details so contractors do not insert column reinforcements or dowel bars into drilled shaft’s wet concrete.
* Updated EPG [[751.37 Drilled Shafts#751.37.1.1 Dimensions and Nomenclature|751.37.1.1 Dimensions and Nomenclature]], [[751.37 Drilled Shafts#751.37.1.6 Drilled Shaft General Detail Considerations|751.37.1.6 Drilled Shaft General Detail Considerations]] and [[751.50 Standard Detailing Notes#G8. Drilled Shaft|751.50 Standard Detailing Notes - G8. Drilled Shaft]] to clarify column and drilled shaft connection details so contractors do not insert column reinforcements or dowel bars into drilled shaft’s wet concrete.
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<div style="margin: 15px; border:1px solid black; width:97%; background-color:white; padding:5px; border-radius:5px; box-shadow:10px 10px 5px #888888">May 16, 2024
<div style="margin: 15px; border:1px solid black; width:97%; background-color:white; padding:5px; border-radius:5px; box-shadow:10px 10px 5px #888888">May 16, 2024
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* Updated EPG [[106.3.2.59_TM-59,_Determination_of_the_International_Roughness_Index|106.3.2.59 TM-59, Determination of the International Roughness Index]] - Profiler certification requirements have changed. Smoothness dispute resolutions no longer settled by the MoDOT SurPro and will require a Third Party.
* Updated EPG [[106.3.2.59 TM-59, Determination of the International Roughness Index]] - Profiler certification requirements have changed. Smoothness dispute resolutions no longer settled by the MoDOT SurPro and will require a Third Party.
* MoDOT's guidance for use of guard cable has been updated to clarify low-tension references are for repairs only and all new installations will be high-tension guard cable. These revisions also include guidance for splicing both high-tension and low-tension guard cable in EPG [[231.1_Median_Width#231.1.2_Barrier_Types|231.1.2 Barrier Types]], [[606.2_Guard_Cable|606.2 Guard Cable]], [[:Category:617_Traffic_Barrier|617 traffic barrier]] and [[:Category:1040_Guardrail,_End_Terminals,_One-Strand_Access_Restraint_Cable_and_Guard_Cable_Material|1040 Guardrail, End Terminals, One-Strand Access Restraint Cable and Guard Cable Material]].
* MoDOT's guidance for use of guard cable has been updated to clarify low-tension references are for repairs only and all new installations will be high-tension guard cable. These revisions also include guidance for splicing both high-tension and low-tension guard cable in EPG [[231.1 Median Width#231.1.2 Barrier Types|231.1.2 Barrier Types]], [[606.2 Guard Cable]], [[:Category:617 Traffic Barrier|617 traffic barrier]] and [[:Category:1040 Guardrail, End Terminals, One-Strand Access Restraint Cable and Guard Cable Material|1040 Guardrail, End Terminals, One-Strand Access Restraint Cable and Guard Cable Material]].
* Updated EPG [[:Category:612_Impact_Attenuators|612 Impact Attenuators]], [[:Category:612_Impact_Attenuators#612.4_Construction_Inspection_Guidelines|612.4 Construction Inspection Guidelines]] and [[616.23_Traffic_Control_for_Field_Operations#616.23.2.5.11_Protective_Vehicles|616.23.2.5.11 Protective Vehicles]] - This clarifies usage of Impact Attenuators within Work Zones. These clarifications align with recent revisions to TAs and TMA usage.
* Updated EPG [[:Category:612 Impact Attenuators|612 Impact Attenuators]], [[:Category:612 Impact Attenuators#612.4 Construction Inspection Guidelines|612.4 Construction Inspection Guidelines]] and [[616.23 Traffic Control for Field Operations#616.23.2.5.11 Protective Vehicles|616.23.2.5.11 Protective Vehicles]] - This clarifies usage of Impact Attenuators within Work Zones. These clarifications align with recent revisions to TAs and TMA usage.
* Revised content in EPG [[616.19_Quality_Standards_for_Temporary_Traffic_Control_Devices|616.19 - Quality Standards for Temporary Traffic Control Devices]] to language consistent with current policy and rearranged to flow with the order of first appearance in a work zone. Some revisions included eliminating outdated or unnecessary content, including pictures, for the specific article.
* Revised content in EPG [[616.19 Quality Standards for Temporary Traffic Control Devices|616.19 - Quality Standards for Temporary Traffic Control Devices]] to language consistent with current policy and rearranged to flow with the order of first appearance in a work zone. Some revisions included eliminating outdated or unnecessary content, including pictures, for the specific article.
* Updates to EPG [[751.1_Preliminary_Design#751.1.3.4_Barrier_or_Railing_Type.2C_Height_and_Guidelines_for_Curb_Blockouts|751.1.3.4 Barrier or Railing Type, Height and Guidelines for Curb Blockouts]], [[751.8_LRFD_Concrete_Box_Culverts#751.8.3.5_Miscellaneous|751.8.3.5 Miscellaneous]], [[751.12_Barriers,_Railings,_Curbs_and_Fences#751.12.2_Two_Tube_Rail_.28Top_Mounted.29|751.12.2 Two Tube Rail (Top Mounted)]], [[751.12_Barriers,_Railings,_Curbs_and_Fences#751.12.6_Culvert_Guardrail_.28Top_Mounted.29|751.12.6 Culvert Guardrail (Top Mounted)]] and [[751.50_Standard_Detailing_Notes|751.50 Standard Detailing Notes]] provide a MASH option for attaching guardrail to box culverts. These revisions also include guidance for Two Tube Bridge Railings.  
* Updates to EPG [[751.1 Preliminary Design#751.1.3.4 Barrier or Railing Type.2C Height and Guidelines for Curb Blockouts|751.1.3.4 Barrier or Railing Type, Height and Guidelines for Curb Blockouts]], [[751.8 LRFD Concrete Box Culverts#751.8.3.5 Miscellaneous|751.8.3.5 Miscellaneous]], [[751.12 Barriers, Railings, Curbs and Fences#751.12.2 Two Tube Rail .28Top Mounted.29|751.12.2 Two Tube Rail (Top Mounted)]], [[751.12 Barriers, Railings, Curbs and Fences#751.12.6 Culvert Guardrail .28Top Mounted.29|751.12.6 Culvert Guardrail (Top Mounted)]] and [[751.50 Standard Detailing Notes]] provide a MASH option for attaching guardrail to box culverts. These revisions also include guidance for Two Tube Bridge Railings.  
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<div style="margin: 15px; border:1px solid black; width:97%; background-color:white; padding:5px; border-radius:5px; box-shadow:10px 10px 5px #888888">May 13, 2024
<div style="margin: 15px; border:1px solid black; width:97%; background-color:white; padding:5px; border-radius:5px; box-shadow:10px 10px 5px #888888">May 13, 2024
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* Updated the Missouri Uniform Crash Report Preparation Manual in [[907.4_Missouri_Uniform_Accident_Report|EPG 907.4]].
* Updated the Missouri Uniform Crash Report Preparation Manual in [[907.4 Missouri Uniform Accident Report|EPG 907.4]].
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<div style="margin: 15px; border:1px solid black; width:97%; background-color:white; padding:5px; border-radius:5px; box-shadow:10px 10px 5px #888888">May 10, 2024
<div style="margin: 15px; border:1px solid black; width:97%; background-color:white; padding:5px; border-radius:5px; box-shadow:10px 10px 5px #888888">May 10, 2024
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* [[902.15_Designing_a_Traffic_Signal#902.15.3.1_Optional_Bidding_of_Traffic_Signal_Detectors|EPG 902.15.3.1]] has been revised to allow core team to specify signal detection type to be documented with memo in eProjects instead of a design exception.
* [[902.15 Designing a Traffic Signal#902.15.3.1 Optional Bidding of Traffic Signal Detectors|EPG 902.15.3.1]] has been revised to allow core team to specify signal detection type to be documented with memo in eProjects instead of a design exception.
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<div style="margin: 15px; border:1px solid black; width:97%; background-color:white; padding:5px; border-radius:5px; box-shadow:10px 10px 5px #888888">March 27, 2024
<div style="margin: 15px; border:1px solid black; width:97%; background-color:white; padding:5px; border-radius:5px; box-shadow:10px 10px 5px #888888">March 27, 2024
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*[[751.1_Preliminary_Design|EPG 751.1 Preliminary Design]] and [[751.36_Driven_Piles|EPG 751.36 Driven Piles]] were revised to clarify guidance for field verification of pile driving which affects design and construction.
*[[751.1 Preliminary Design|EPG 751.1 Preliminary Design]] and [[751.36 Driven Piles|EPG 751.36 Driven Piles]] were revised to clarify guidance for field verification of pile driving which affects design and construction.
*[[751.5_Structural_Detailing_Guidelines#751.5.9.2.1.2_Bend_Shapes|EPG 751.5.9.2.1.2 Bend Shapes]]: New article under the general information for reinforcing steel explaining MoDOT’s bent bar shapes used in structures.
*[[751.5 Structural Detailing Guidelines#751.5.9.2.1.2 Bend Shapes|EPG 751.5.9.2.1.2 Bend Shapes]]: New article under the general information for reinforcing steel explaining MoDOT’s bent bar shapes used in structures.
*[[751.5_Structural_Detailing_Guidelines#751.5.9.2.7_Length_Calculations|EPG 751.5.9.2.7 Length Calculations]]: Clarified calculations for hook dimensions and bend deductions.
*[[751.5 Structural Detailing Guidelines#751.5.9.2.7 Length Calculations|EPG 751.5.9.2.7 Length Calculations]]: Clarified calculations for hook dimensions and bend deductions.
*[[751.11_Bearings#751.11.3.5_Anchor_Bolts|EPG 751.11.3.5]], [[751.12_Barriers,_Railings,_Curbs_and_Fences#751.12.1.3_Type_D_and_H_.2842.CA.BA_and_32.CA.BA_single_sloped_railing.29|751.12.1.3-6]],[[751.22_Prestressed_Concrete_I_Girders#751.22.3.4.1_Reinforcing_Steel_Details|751.22.3.4.1]] and [[751.31_Open_Concrete_Intermediate_Bents|751.31]],[[751.32_Concrete_Pile_Cap_Intermediate_Bents|32]] & [[751.35_Concrete_Pile_Cap_Integral_End_Bents|35]]: Revised references to stirrup pin bend shapes. Revised bar shape dimensions or shape numbers in accordance with revisions to the bill of reinforcing standard drawing.
*[[751.11 Bearings#751.11.3.5 Anchor Bolts|EPG 751.11.3.5]], [[751.12 Barriers, Railings, Curbs and Fences#751.12.1.3 Type D and H .2842.CA.BA and 32.CA.BA single sloped railing.29|751.12.1.3-6]],[[751.22 Prestressed Concrete I Girders#751.22.3.4.1 Reinforcing Steel Details|751.22.3.4.1]] and [[751.31 Open Concrete Intermediate Bents|751.31]],[[751.32 Concrete Pile Cap Intermediate Bents|32]] & [[751.35 Concrete Pile Cap Integral End Bents|35]]: Revised references to stirrup pin bend shapes. Revised bar shape dimensions or shape numbers in accordance with revisions to the bill of reinforcing standard drawing.
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<div style="margin: 15px; border:1px solid black; width:97%; background-color:white; padding:5px; border-radius:5px; box-shadow:10px 10px 5px #888888">March 14, 2024
<div style="margin: 15px; border:1px solid black; width:97%; background-color:white; padding:5px; border-radius:5px; box-shadow:10px 10px 5px #888888">March 14, 2024
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*Changes made to [[902.5_Traffic_Control_Signal_Features_(MUTCD_Chapter_4D)#902.5.23_Signal_Indications_for_Left-Turn_Movements_.E2.80.93_General_.28MUTCD_Section_4D.17.29|902.5.23 Signal Indications for Left-Turn Movements – General (MUTCD Section 4D.17)]] due to new guidelines for Protected Only Left Turns.
*Changes made to [[902.5 Traffic Control Signal Features (MUTCD Chapter 4D)#902.5.23 Signal Indications for Left-Turn Movements .E2.80.93 General .28MUTCD Section 4D.17.29|902.5.23 Signal Indications for Left-Turn Movements – General (MUTCD Section 4D.17)]] due to new guidelines for Protected Only Left Turns.
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<div style="margin: 15px; border:1px solid black; width:97%; background-color:white; padding:5px; border-radius:5px; box-shadow:10px 10px 5px #888888">January 23, 2024
<div style="margin: 15px; border:1px solid black; width:97%; background-color:white; padding:5px; border-radius:5px; box-shadow:10px 10px 5px #888888">January 23, 2024
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*Change made to [[230.1_Horizontal_Alignment#230.1.5_Spiral_Transition_Curves|EPG 230.1.5 Spiral Transition Curves]] due to a change in the 2018 AASHTO Green Book for superelevation runoff lengths for 50+ mph.
*Change made to [[230.1 Horizontal Alignment#230.1.5 Spiral Transition Curves|EPG 230.1.5 Spiral Transition Curves]] due to a change in the 2018 AASHTO Green Book for superelevation runoff lengths for 50+ mph.
*[[616.8_Typical_Applications_(MUTCD_6H)#616.8.1_Temporary_Traffic_Control_for_Contract_Plan_Sheet_Development|616.8.1 Temporary Traffic Control for Contract Plan Sheet Development]] clarifies stationary TMAs will become a new lump sum bid item with applicable new TMA JSP.  Mobile operation TMAs will be incidental to the bid items that utilize such methods to get a task done.
*[[616.8 Typical Applications (MUTCD 6H)#616.8.1 Temporary Traffic Control for Contract Plan Sheet Development|616.8.1 Temporary Traffic Control for Contract Plan Sheet Development]] clarifies stationary TMAs will become a new lump sum bid item with applicable new TMA JSP.  Mobile operation TMAs will be incidental to the bid items that utilize such methods to get a task done.
*Clarified guidance for conduit clamp anchors versus anchor bolts in [[751.12_Barriers,_Railings,_Curbs_and_Fences#751.12.1.2.7_Details_of_Mounting_Light_Poles_on_Safety_Barrier_Curbs|EPG 751.12.1.2.7 Details of Mounting Light Poles on Safety Barrier Curbs]] and [[751.50_Standard_Detailing_Notes#H4._Conduit_System|EPG 751.50 - H4. Conduit System]].
*Clarified guidance for conduit clamp anchors versus anchor bolts in [[751.12 Barriers, Railings, Curbs and Fences#751.12.1.2.7 Details of Mounting Light Poles on Safety Barrier Curbs|EPG 751.12.1.2.7 Details of Mounting Light Poles on Safety Barrier Curbs]] and [[751.50 Standard Detailing Notes#H4. Conduit System|EPG 751.50 - H4. Conduit System]].
*Provided a MASH TL-4 steel barrier alternate for bridges. Creating MO Std Plans 606.61 and Bridge Standard Drawings TTR04 & 05. Adding standard notes to [[751.50_Standard_Detailing_Notes#H9._Thrie_Beam_and_Other_Rail_Types_.28Notes_for_Bridge_Standard_Drawings.29|EPG 751.50 - H9. Thrie Beam and Other Rail Types (Notes for Bridge Standard Drawings).]]
*Provided a MASH TL-4 steel barrier alternate for bridges. Creating MO Std Plans 606.61 and Bridge Standard Drawings TTR04 & 05. Adding standard notes to [[751.50 Standard Detailing Notes#H9. Thrie Beam and Other Rail Types .28Notes for Bridge Standard Drawings.29|EPG 751.50 - H9. Thrie Beam and Other Rail Types (Notes for Bridge Standard Drawings).]]
*Updated [[:Category:1048_Pavement_Marking_Material#1048.2.1.1_Qualified_List|EPG 1048.2.1.1 Qualified List]] due to NTPEP has changed their name to AASHTO Product Evaluation and Audit Solutions.
*Updated [[:Category:1048 Pavement Marking Material#1048.2.1.1 Qualified List|EPG 1048.2.1.1 Qualified List]] due to NTPEP has changed their name to AASHTO Product Evaluation and Audit Solutions.
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</div>



Latest revision as of 08:50, 31 March 2025


March 31, 2025
March 19, 2025
  • Adding a new policy in EPG 119 Project Schedules to standardize and centralize the project schedules for every project in the STIP and provide guidelines for how schedules are modified, updated, and communicated throughout the department.
March 18, 2025
March 6, 2025
March 5, 2025
March 4, 2025
February 18, 2025
February 2, 2025
January 31, 2025
January 30, 2025
  • Add a note I1.62 stating that the contractor is responsible for asbestos abatement if they choose to remove the handrail to slip-form the blockout in EPG 751.50 - I1 General.
  • Updated EPG 747.2.3.4 Profile Sheets and 747.2.3.6.3 Additional Information for Railroad Crossings, field shots have been increased to 1,000 ft. each side of structure.
  • Revisions to EPG 136.3.10.1 adds language to allow special road districts to receive soft match credit, and further requires that any agency doing so must be a legally identified politial subdivision in good financial standing.
January 29, 2025
January 28, 2025
January 27, 2025
  • Updated Web Wall guidance in EPG 751.1.2.28 Web Walls to match current practice.
  • Increased minimum specified thickness for polyester polymer concrete from 3/4" to 1" minimum thickness to ensure not less than 3/4" applied in field in EPG 751.1.3.6 Deck Treatment.
January 24, 2025
  • Added EPG 233.5 Intersection Alternatives providing additional guidance about intersection types implemented throughout the state with more context for consideration and comparisons.
  • Added EPG 241.7 Roundabout Aesthetic Structure regarding new policy for determining what is allowed and the submittal/approval processes for roundabout structures on MoDOT right of way.
January 10, 2025
  • Update to EPG 110.1 Wage Rates to provide clarity to who is responsible for running the report.
January 9, 2025
January 3, 2025
  • Updated EPG 141.1 Cost Share Program to reflect the Commission policy change that increased the set aside portion for economic development from 10% to 20%.
  • EPG Fig. 136.4.18 is being revised to include supporting documentation requirements related to consultant travel expenses.
January 2, 2025
December 24, 2024
December 13, 2024
December 12, 2024
December 11, 2024
  • Removed TR17 Traffic Engineering Studies and TR18 Towing Services Agreement from EPG 153.21 Traffic, they are no longer used.
November 27, 2024
  • Added guidance to EPG 109.12.2 Change Order Approval to disallow the practice of contractors typing disclaimers on change orders when they sign.
  • Revised EPG 751.24.2.1 Design to allow wetcast modular wall blocks in splash zones for non-critical structural application.
  • Updated EPG 751.32.4.2 Encased Pile Cap Bent to allow #4 @ 12" (min.) stirrup bars for encased pile cap bents instead of #5 @ 12” (min.).
November 21, 2024
November 20, 2024
  • Updated EPG 108.16 Project Dates the internal process was rearranged so dates flow with life of project. Removed references to actual and projected dates, they are no longer used in AWP software.
October 11, 2024
October 10, 2024
October 9, 2024
September 16, 2024
July 22, 2024
July 18, 2024
July 11, 2024
  • Current armor detail is no longer in production. An optional armor detail is provided in bridge standard drawings. Added a standard note for those drawings to EPG 751.50.
July 3, 2024
July 2, 2024
  • EPG 941.9.8.4 Culvert Pipe updates the terminology of the plastic pipes and updates the guidance on use with driveways.
June 27, 2024
June 21, 2024
June 5, 2024
May 28, 2024
  • EPG 105.15.2 Final Acceptance was updated to clarify the DBE Final Payment Form now serves as the required DBE Participation List and Final Verification.
May 23, 2024
May 16, 2024
May 13, 2024
  • Updated the Missouri Uniform Crash Report Preparation Manual in EPG 907.4.
May 10, 2024
  • EPG 902.15.3.1 has been revised to allow core team to specify signal detection type to be documented with memo in eProjects instead of a design exception.
March 27, 2024
March 14, 2024
January 23, 2024