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">November 2, 2026 | |||
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* Edits to EPG [[236.19_Dedication_of_Thoroughfares|236.19 Dedication of Thoroughfares]] ― These additions are mainly to clarify what COROW is requiring from the District ROW staff when submitting these dedications for review and approval. | |||
* Edits to EPG [[902.13_Traffic_Control_Signals_for_Emergency-Vehicle_Access_(MUTCD_Chapter_4M)|902.13.1 Application of Emergency-Vehicle Traffic Control Signals (MUTCD Section 4M.01)]] ― Revisions clarify the first option paragraph. Adding language clarifying the emergency vehicle facility must also have direct access to the state highway matching language in EPG 903.3.52. | |||
* Edits to EPG [[102.2_Contractor_Performance,_Referrals,_and_Endorsements|102.2 Contractor Performance, Referrals, and Endorsements]] ― The CSR was modified to rescind many parts. The EPG is removing the rescinded language form the CSR/process. | |||
* Edits to EPG [[903.4_Guide_Signs—Conventional_Roads_(MUTCD_Chapter_2D)#903.4.51_Corridor_Designations|903.4.51 Corridor Designations]] ― January of 2024 CKC MO 110 corridor designations were decommissioned, this article was updated to reflect those changes. | |||
* Edits to EPG [[903.4_Guide_Signs—Conventional_Roads_(MUTCD_Chapter_2D)#903.4.39_Location_of_Distance_Signs_(MUTCD_Section_2D.44)|903.4.39 Location of Distance Signs (MUTCD Section 2D.44)]] ― Correction made to restore a MoDOT direction back to the way it was before the MUTCD udpate. The proposal actually brings back the MUTCD term from the current "other state" to "numbered" routes. The current wording would change MoDOT direction and add locations signs down stream of Lettered routes, which we do not do currently. | |||
* Edits to EPG [[121.3_The_Statewide_Transportation_Improvement_Program_(STIP)|121.3 The Statewide Transportation Improvement Program (STIP)]] ― Revised to include the Long Range Transportation Plan. | |||
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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 29, 2026 | |||
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* Edits to EPG [[127.3_Community_Impact_Assessment|127.3 Community Impact Assessment]] ― Revised process to reflect rescinded regulations. | |||
* Updating EPG [[:Category:911_General_(MUTCD_Part_1)|911 General (MUTCD Part 1)]] by making revisions to include new Midblock Pedestrian Signal (MPS) term and midblock definitions along with the proper acronyms for Midblock Ped Signal and pedestrian hybrid beacon. Updating EPG [[902.1_General_(MUTCD_Chapter_4A)#902.1.8_Use_of_Signs_at_Signalized_Locations_(MUTCD_Section_4A.08)|902.1.8 Use of Signs at Signalized Locations (MUTCD Section 4A.08)]] by making revisions to clarify that an engineering study is necessary to determine whether an extremely low-volume minor street or driveway located within or adjacent to a signal controlled location does not require separate traffic signal control because an extremely low potential for conflict exists and adding a third exception, item C, to account for the proposed new option being added in EPG 902.4.1 second option paragraph. Updating EPG [[902.3_Traffic_Control_Signal_Needs_Studies_(MUTCD_Chapter_4C)#902.3.5_Warrant_4,_Pedestrian_Volume_(MUTCD_Section_4C.05)|902.3.5 Warrant 4, Pedestrian Volume (MUTCD Section 4C.05)]] by making revisions to account for new midblock pedestrian signal term and to allow the criteria for PHB to be used an an alternative warrant for a MPS. Updating [[902.4_Design_Features_of_Traffic_Control_Signals_(MUTCD_Chapter_4D)#902.4.1_General_(MUTCD_Section_4D.01)|902.4.1 General (MUTCD Section 4D.01)]] by making revisions to include info and criteria for the MPS along with to define what a half signal is and not allow them except for the provided one exception in the option paragraph. | |||
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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 27, 2026 | |||
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* Edits to EPG [[133.3_Snow_and_Ice_Control_Personnel|133.3.1 Personnel from other Functional Units and 133.3.2 Snow and Ice Operations Training]] ― Removed incorrect and outdated data. | |||
* Added four new Constrution Aggreements to EPG [[153.7_Construction_and_Materials|153.7 Construction and Materials]], CM43, CM44, CM46 and CM47. Two new QRG's were added to EPG [[:Category:101_Standard_Forms#Quick_Reference_Guides_(QRGs)|101 Standard Forms - Constrution and Materials - Quick Reference Guides - Consultant Contracts]] for CM43 and CM46. | |||
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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 26, 2026 | |||
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* Edits to EPG [[616.19_Work_Zone_Capacity,_Queue_and_Travel_Delay|616.19 Work Zone Capacity, Queue and Travel Delay]] ― Updating to accommodate work zones / intelligent transportation systems. This guidance has been updated through the Safety Response Team (SRT) processes. | |||
* Edits to EPG [[: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]] ― Updating 1040 to include PEAS for approved manufacturer's list and removing embedded approved manufacturer's list since it exists as FS-1040 Table 1. | |||
* Edits to all articles in EPG [[:Category:129_Public_Involvement|129 Public Involvement]] ― Policy updated due to changes in federal regulations in response to President Trump's Executive Orders 14148, 14154, 14173 and the Council on Environmental Quality (CEQ) Interim Final Rule jointly and in continuing accordance with FHWA, FTA and FRA's Joint NEPA regulations (23CFR part 771). | |||
* Edits to EPG [[:Category:321_Geotechnical_Engineering|321 Geotechnical Engineering]] and [[321.2_Geotechnical_Guidelines|321.2 Geotechnical Guidelines]] ― Updated to match current procedures and guidance. | |||
* Edits to EPG [[901.7_Light_Source_and_Intensity#901.7.5_Underpass_Lighting|901.7.5 Underpass Lighting]] and [[901.7_Light_Source_and_Intensity#901.7.6_High_Mast_Lighting|901.7.6 High Mast Lighting]] ― Updating EPG to accommodate changes to high mast tower and underpass specs. | |||
* Edits to EPG [[321.1_Design_of_Earth_Slopes|321.1 Design of Earth Slopes]], [[321.2_Geotechnical_Guidelines#321.2.3.3_General_Procedures|321.2.3.3 General Procedures]], [[321.2_Geotechnical_Guidelines#321.2.3.4_Division_of_Responsibility|321.2.3.4 Division of Responsibility]], [[321.2_Geotechnical_Guidelines#321.2.3.5_Practical_Considerations|321.2.3.5 Practical Considerations]], [[321.2_Geotechnical_Guidelines#321.2.4.2_Walls|321.2.4.2 Walls]], [[:Category:720_Mechanically_Stabilized_Earth_Wall_Systems#720.2.1_MSE_Wall_Systems_%28Permanent_MSE_Wall_Systems_and_Temporary_MSE_Wall_Systems%29_Specified_on_Plan_Details|720.2.1 MSE Wall Systems (Permanent MSE Wall Systems and Temporary MSE Wall Systems) Specified on Plan Details]], [[:Category:747_Bridge_Reports_and_Layouts#747.2.6.2_Mechanically_Stabilized_Earth_%28MSE%29_Wall_Systems|747.2.6.2 Mechanically Stabilized Earth (MSE) Wall Systems]], [[751.1_Preliminary_Design#751.1.2.2_Wing_Lengths|751.1.2.2 Wing Lengths]], [[751.1_Preliminary_Design#751.1.2.31_Finishing_Up_Design_Layout|751.1.2.31 Finishing Up Design Layout]], [[751.1_Preliminary_Design#751.1.4.4_CIP_Concrete_Walls|751.1.4.4 CIP Concrete Walls]], [[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]] ― Updating various EPG sections to clarify global stability requirements, resistance factor and settlement limit of MSE wall. | |||
* Edits to EPG [[643.4_Railroads#643.4.1.5_Grade_Separation_Structures_%2F_Closing_of_Existing_Crossings|643.4.1.5 Grade Separation Structures / Closing of Existing Crossing]] and [[643.4_Railroads#643.4.2_Construction_Inspection_Guidelines_for_Railroads|643.4.2 Construction Inspection Guidelines for Railroads]] ― Revising and clarifying Railroad Flagging to be consistent current JSP clearly defining financial responsibilities. | |||
* Edits to EPG [[106.3.2.59_TM-59,_Determination_of_the_International_Roughness_Index#106.3.2.59.2_Inertial_Profiler_Certification_Procedures|106.3.2.59.2 Inertial Profiler Certification Procedures]], [[:Category:610_Pavement_Smoothness#610.6_Areas_of_Localized_Roughness_(Sec_610.4.5.3)|610.6 Areas of Localized Roughness (Sec 610.4.5.3)]] and [[:Category:610_Pavement_Smoothness#610.7_Dispute_Resolution_(Sec_610.5.5)|610.7 Dispute Resolution (Sec 610.5.5)]] ― Removing diamond grinding/planing and any coldmilling less than one inch from the list of qualifying combination treatments under Category (C) for single lift asphalt overlays. These treatments are now proposed to be reclassified under Category (D), where percent improvement incentives apply. | |||
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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 22, 2026 | |||
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* Updated EPG [[108.1_Subletting_of_Contract_(for_Sec_108.1)#108.1.1_Review_and_Approval_of_a_Subcontract_Request|108.1.1 Review and Approval of a Subcontract Request]], updates were made due to the FHWA 1273 update. | |||
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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 20, 2026 | |||
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* Updated EPG [[:Category:941_Permits_and_Access_Requests#941.8_Traffic_Impact_Study_Requirements|941.8 Traffic Impact Study Requirements]] to clarify sight distance evaluations should be completed for all developments meeting EPG 941.7 criteria meeting or exceeding both intersection sight distance and stopping sight distance as described in EPG 941.7.1.1, EPG 233.2.1 and EPG 941.7.1.2. | |||
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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 19, 2026 | |||
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* Updated EPG [[903.2_Regulatory_Signs_and_Barricades_(MUTCD_Chapter_2B)#903.2.21_Combined_Maximum_and_Minimum_Speed_Limits_Sign_(R2-4a)_(MUTCD_Section_2B.24)|903.2.21 Combined Maximum and Minimum Speed Limits Sign (R2-4a) (MUTCD Section 2B.24)]]. Combination Max and Min Speed Limits guidance had text which some districts found not to be specific enough and asked for clarity. The new language conveys the same direction as the old text but has been reworded to make the guidance as black and white as possible. | |||
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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 8, 2026 | |||
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* Updated EPG [[905.2_Traffic_Studies#905.2.13_Speed_Limit_Guidelines|905.2.13 Speed Limit Guidelines]] and [[905.2_Traffic_Studies#905.2.14_Voiding_City_Ordinances_on_State_Routes_with_Inappropriate_Speed_Limits|905.2.14 Voiding City Ordinances on State Routes with Inappropriate Speed Limits]] to raise maximum speed limit from 70 to 75 per legislation change. 905.2.13 and 905.2.14 were also switched. It make sense to discuss speed limit guidelines over the process for voiding inappropriate speed limits. | |||
* Updated EPG [[902.12_Rectangular_Rapid_Flashing_Beacons_(MUTCD_Chapter_4L)#902.12.1_Application_of_Rectangular_Rapid_Flashing_Beacons_(MUTCD_Section_4L.01)|902.12.1 Application of Rectangular Rapid Flashing Beacons (MUTCD Section 4L.01)]] to include contracts responsibility details, additional contracts available, removing future electrical operating costs onto the applicant, consistent beacon term use, inclusion of RRFB usage, and clarifying MoDOT should provide all future maintenance of beacons which matches the current language in the TR agreements. | |||
* Updated EPG [[902.18_Flashing_Beacons_(MUTCD_Chapter_4S)#902.18.7_Procedures_for_Advance_Beacon_Installations_by_Outside_Parties|902.18.7 Procedures for Advance Beacon Installations by Outside Parties]]. by making revisions clarifying RRFBs requested by outside party may be considered, the use of the TR63 agreement, contract responsibilities, and clarifying MoDOT should provide all future maintenance of RRFBs. | |||
* Updated EPG [[:LPA:136.8_Local_Public_Agency_Land_Acquisition|LPA:136.8 Local Public Agency Land Acquisition]], Central Office Right of Way (COROW) has taken over the responsibility for review and processing LPA projects. We replaced the District ROW references with COROW references to accurately explain our roles and responsibilities. | |||
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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 14, 2026 | |||
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* Updated Podi List in EPG [[123.1_Discussion|123.1]]. | |||
* Updated EPG [[:Category:747_Bridge_Reports_and_Layouts#747.1.1_Bridge_Survey_Location_Request_Submittal%2FCompletion_Process|747.1.1 Bridge Survey Location Request Submittal/Completion Process]] to show location where the Bridge Survey Location Request forms should be stored. | |||
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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 3, 2026 | |||
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* EPG [[:Category:909_Transportation_Systems_Management_and_Operations_(TSMO)|909 Transportation Systems Management and Operations (TSMO)]] was expanded, added information, resources and clear guidelines. | |||
* EPG [[110.3_Prevailing_Wages_and_Records_(Guidance_for_Sec_110.3)#110.3.2_Errors%2C_Omissions_and_Non-Compliance|110.3.2 Errors, Omissions and Non-Compliance]] was updated to clarify payroll restitution. | |||
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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 2, 2026 | |||
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* Clarified approval process for MSE walls and updated links in EPG [[:Category:720_Mechanically_Stabilized_Earth_Wall_Systems#720.1.2_Procedure|720.1.2 Procedure]], [[751.50_Standard_Detailing_Notes#H11._Fences_and_Sidewalks|H11. Fences and Sidewalks]] and [[:Category:1052_Mechanically_Stabilized_Earth_Wall_(MSE)_and_Sound_Wall_System_Components#1052.3_Special_Designs_and_Shop_Drawings|1052.3 Special Designs and Shop Drawings]]. | |||
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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">August 18, 2026 | |||
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* Updated Highway Signing Information box in EPG [[:Category:903_Highway_Signing_(MUTCD_Part_2)|903 Highway Signing (MUTCD Part 2)]] and updated Do Not Replace / Limited Use document, it was renamed to Signing Updates. | |||
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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">August 7, 2026 | |||
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* Updated EPG [[903.3_Warning_Signs_and_Object_Markers_(MUTCD_Chapter_2C)#903.3.29_Advance_Traffic_Control_Signs_(W3-1,_W3-2,_W3-3,_and_W3-4)_(MUTCD_Section_2C.35)|903.3.29 Advance Traffic Control Signs (W3-1, W3-2, W3-3, and W3-4) (MUTCD Section 2C.35)]] added 2nd Option statement, if a warning beacon is used with an advance traffic control sign and the traffic control signal the warning beacon is tied to goes to flash, we are adding the option that the warning beacon may also flash. | |||
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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">August 6, 2026 | |||
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* Updated EPG [[902.2_Traffic_Control_Signals_(MUTCD_Chapter_4B)#902.2.5_Basis_of_Removal_of_Traffic_Control_Signals_(MUTCD_Section_4B.05)|902.2.5 Basis of Removal of Traffic Control Signals (MUTCD Section 4B.05)]] by making revisions to the steps needed to be taken after a decision has been made to remove a signal. | |||
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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, 2026 | |||
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* Clarify and update requirements/documents required for lease/license agreement submittals from the Districts to CO ROW in EPG [[236.5_Property_Management#236.5.25.9_Lease/Licenses/Airspace_License_Agreements_Submittals_to_Right_of_Way_Section|236.5.25.9 Lease/Licenses/Airspace License Agreements Submittals to Right of Way Section]] | |||
* Updated EPG [[902.23_Traffic_Signal_Phasing_and_Operation#902.23.7.2_Yellow_Change_and_Red_Clearance_Intervals|902.23.7.2 Yellow Change and Red Clearance Intervals]] clarifiying language due to possible confusion of assuming the statement reads yellow plus all-red can not go above 6 seconds where the intent of the statement is yellow and all-red each separately can not go above 6 seconds. | |||
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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 21, 2026 | |||
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* EPG [[236.13_Designing_Right_of_Way_Plans#236.13.12_Plan_Submittal_and_Filing|236.13.12 Plan Submittal and Filing]] and [[236.13_Designing_Right_of_Way_Plans#236.13.13.2_Right_of_Way_Obtained_by_Condemnation|236.13.13.2 Right of Way Obtained by Condemnation]] was updated providing additional guidance on the requirements of the Right of Way Plan Sheet project Termini. | |||
* Added EPG [[236.19_Dedication_of_Thoroughfares|236.19 Dedication of Thoroughfares]]: Dedications typically arise from local governments or private developers and historically have not been routinely accepted by MoDOT. Recent operational, legal, Americans with Disabilities Act and risk management issues demonstrate the need for clear procedures. | |||
* Summarized the key steps in the execution of Quitclaim Deeds associated with access changes in controlled access right of way and added the "Traffic Agreement and Deed Process" pdf in EPG [[:Category:941_Permits_and_Access_Requests#941.2.5_Quit_Claim_Deeds%2C_General_Warranty_Deeds_and_Agreements|941.2.5 Quit Claim Deeds, General Warranty Deeds and Agreements]] | |||
* Adding and updating links to Boilerplate Agreements in EPG [[153.20_Right_of_Way|153.20 Right of Way]] Two new agreements were also added, TR64 and TR 65. | |||
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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 9, 2026 | |||
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* New test method [[106.3.2.100_TM-100,_Procedure_to_Calculate_the_Slope_Ratio_(SR)_and_Stripping_Inflection_Point_(SIP)_using_the_Hamburg_Wheel-Track_(HWT)_Test|106.3.2.100 TM 100]] was created for Balanced Mix Design Requirements. | |||
* Updates to EPG [[751.8_Concrete_Box_Culverts#751.8.1.5_Precast_Culvert|751.8.1.5 Precast Culvert]] and [[:Category:1049_Precast_Concrete_Box_Culverts|1049.2 Precast Concrete Box Culverts]] - clarifying special design requirements for precast box culverts. Precast split-box designs in accordance with ASTM C1786 with or without modification are not an acceptable precast alternative for special designs. | |||
* Added Agricultural Driveway Category and right-turn radii details in EPG [[940.16_Driveway_Geometrics|940.16 Driveway Geometrics]] in table 940.16.4. | |||
* Updated EPG [[106.3.2.93_TM-93,_Alkali_Carbonate_Reactivity_Screening|Test Method 406.3.2.93, TM 93]] to show current process of approving concrete aggregate. The change allows for provisional approval based on physical test results until the 12 month C1105 is complete and removes the 6 and 9 month limits for C1105 in accordance with the revised ASTM C1105 specification. | |||
* Revisions to language in EPG [[109.12_Change_Orders|109.12 Change Orders]] and [[131.1_Design_Exception_Process|131.1 Design Exception Process]] for clarity and to reflect current practices in response to 2021 Audits and Investigation internal audit. | |||
* In 2020, FHWA conducted an audit of MoDOT’s utility practices. A full rewrite of the EPG language was determined necessary to adequately address all FHWA comments on 2023 draft and existing language in EPG [[236.5_Property_Management#236.5.12_Excess_Land_Conveyances_&_Relinquishments_-_Utilities|236.5.12 Excess Land Conveyances & Relinquishments - Utilities]] and [[:Category:643_Utility_Procedures|643 Utility Procedures]]. | |||
* Updating License Plate Reader installation details to incorporate MASH compliant breakaway assemblies and clarifying language for third party responsibilities and district involvement in EPG [[236.5_Property_Management#236.5.29_License_Plate_Readers|236.5.29 License Plate Readers]] and [[:Category:941_Permits_and_Access_Requests#941.10.2_Location|941.10.2 Location]]. | |||
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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 11, 2026 | |||
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* Updates were made to the Bridge Inspection Rating Manual (BIRM) in EPG [[:Category:753_Bridge_Inspection_Rating|753]]. | |||
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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 27, 2026 | |||
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* The MoDOT Work Zone Impact Analysis Spreadsheet was updated in EPG [[616.19_Work_Zone_Capacity,_Queue_and_Travel_Delay#616.19.2_Interstate,_Freeways_and_Multi-lane_Roadways|616.19]] to provide links to the new MUTCD nomenclature. The cost of truck and car per hour has not been updated for several years and the amount was increase based on Transportation Planning group. One equation was miscalculating the cost of queuing vehicle and was fixed. | |||
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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 6, 2026 | |||
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* Streamlining ground mounted signposts in accordance with the engineering study by Horner and Shifrin in EPG [[903.16_Design_Aspects_of_MoDOT_Signing#903.16.3_Types_of_Fabricated_Signs|903.16.3 and 903.16.4]]. | |||
* Updating various EPG articles and specification sections regarding galvanized bolts. Fabricators, inspectors and consultants recommended galvanizing bolts, nuts and washers in accordance with ASTM F2329 instead of ASTM A153. AASHTO material specification dropped AASHTO M 298 and recommended use of ASTM B695 for a mechanically galvanized option. In some areas, AASHTO M232 or ASTM A153 remains until internal processes are updated to coincide with ASTM F2329. Clarifications to galvanization process for structural steel and usage of galvanized bolts were added. EPG articles included are [[614.2_Material_Inspection_for_Sec_614#614.2.1_Grates_and_Bearing_Plates_(for_Sec_614.10)|614.2.1]], [[:Category:712_Structural_Steel_Construction|712]], [[751.36_Driven_Piles|751.36]], [[751.50_Standard_Detailing_Notes|751.50]], [[901.18_Laboratory_Testing_for_Sec_901|901.18]], [[902.28_Laboratory_Testing_Guidelines_for_Sec_902|902.28]], [[903.22_Laboratory_Testing_Guidelines_for_Sec_903|903.22]], [[:Category:1023_Structural_Plate_Pipe_and_Pipe-Arches#1023.2_Procedure|1023.2]], [[:Category:1040_Guardrail,_End_Terminals,_One-Strand_Access_Restraint_Cable_and_Guard_Cable_Material#1040.2.2_Bolts,_Nuts,_and_Washers|1040.2.2]]. | |||
* Revisions to update procedures to 2025 Bridge Welding Code and MoDOT’s adaptations to code in EPG [[:LPA:136.7_Design#136.7.3.1.2.1.8_Bridge_Material_Inspection/Acceptance|136.7.3.1.2.1.8.2]], [[:Category:712_Structural_Steel_Construction#712.1.4.1.3_Shear_Connector_Welding|712.1.4.1.3]], [[751.5_Structural_Detailing_Guidelines#751.5.9.3.3_Fracture_Control_Plan_(FCP)|751.5.9.3.3]]. | |||
* EPG [[104.2_Project_Scoping|104.2]] and [[751.1_Preliminary_Design#751.1.3.2_Documentation|751.1.3.2]] revised to provide process guidance to the districts regarding coring bridge deck overlays for roadway design work. | |||
* Updates to EPG [[109.7_Partial_Payments_(for_Sec_109.7)|109.7]] removes references requiring changes to pay periods at state and federal fiscal year ends. Removes procedures included in AWP Quick Reference Guides regarding the contractor payment processes through AWP from the EPG article. | |||
* EPG [[127.2_Historic_Preservation_and_Cultural_Resources#127.2.3.3.1_Missouri_Unmarked_Human_Burials_Law|127.2.3.3.1]], [[127.2_Historic_Preservation_and_Cultural_Resources#127.2.9.1_Cultural_Resources_Encountered_During_Construction|127.2.9.1]] and [[127.2_Historic_Preservation_and_Cultural_Resources#127.2.9.2_Human_Remains_Encountered_During_Construction|127.2.9.2]] was updated for consistent buffer distance in regard to archaeological sites and human remains. | |||
* Re-titling to Traffic Pacing/Rolling Roadblock in EPG [[616.19_Work_Zone_Capacity,_Queue_and_Travel_Delay#616.19.7_Traffic_Pacing/Rolling_Roadblock|616.19.7]] and makes modifications to allow rolling roadblocks by MoDOT and contractor vehicles rather than restricting to law enforcement. All protective vehicles in the lane will require TMAs on their vehicles. Currently, MoDOT only allows law enforcement. Revisions are based on difficulty in getting enough law enforcement due to lack of personnel, and the potential of law enforcement being called away at any time. | |||
* EPG [[751.36_Driven_Piles#751.36.5_Design_Procedure|751.36.5]] and [[751.50_Standard_Detailing_Notes|751.50]] revised for pile length estimates and driving verification methods to increase accuracy of length estimates requiring fewer construction changes. Shifts pile analyses from consultants hired by the contractor to MoDOT staff. | |||
</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">April 16, 2026 | |||
---- | |||
* Edits to EPG [[903.2_Regulatory_Signs_and_Barricades_(MUTCD_Chapter_2B)#903.2.21_Combined_Maximum_and_Minimum_Speed_Limits_Sign_(R2-4a)_(MUTCD_Section_2B.24)|903.2.21 Combined Maximum and Minimum Speed Limits Sign (R2-4a) (MUTCD Section 2B.24)]] to help clarify correct application of the sign. | |||
* Language was added to EPG [[822.2_Vegetation_Management_for_Minor_Roads|822.2 Vegetation Management for Minor Roads]] to clarify Vegetation Management. | |||
* Updated EPG [[616.4_Flagger_Control_(MUTCD_Chapter_6D)#Additional_Information_for_Flaggers|616.4 Flagger Control (MUTCD Chapter 6D)]], updated figure 616.4.5 for better guidance and pictures also added flagger guidance of how long to work and allow breaks. This was taken out by accident when the EPG was updated to meet the new MUTCD guidance. | |||
* Changes to 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]] updated links to IRI threshold tables. | |||
</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">April 9, 2026 | |||
---- | |||
* Renamed Work Zone Technician Training to Work Zone Level 2 Training and Advanced Work Zone Training to Work Zone Level 3 Training in EPG [[:Category:616_Temporary_Traffic_Control_(MUTCD_Part_6)|616 Temporary Traffic Control (MUTCD Part 6)]], [[616.25_Work_Zone_Level_2_Training|616.25 Work Zone Level 2 Training]] and [[616.26_Work_Zone_Level_3_Training|616.26 Work Zone Level 3 Training]]. | |||
</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">April 7, 2026 | |||
---- | |||
* Added explanation of bearings and distance and the importance of showing on ROW plans and Legal Description in EPG [[236.4_Description_Writing_and_Titles#236.4.6.2_Methods_of_Legally_Describing_the_Fee_or_Portion_Thereof|236.4.6.2 Methods of Legally Describing the Fee or Portion Thereof]]. | |||
* Added Quick Reference Guide for Central Lab sample sizes to EPG [[:Category:101_Standard_Forms|101 Standard Forms]]. | |||
</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">February 10, 2026 | |||
---- | |||
* Add guidance for when to pay for geotextile with rock lining at culvert outlets (i.e. mowed lawn areas) in EPG [[750.6_Erosion_Control_and_Energy_Dissipation#750.6.6_Rock_Lining_at_Culvert_Outlets|750.6.6 Rock Lining at Culvert Outlets]]. | |||
* Updated EPG [[127.14_National_Environmental_Policy_Act_(NEPA)_Classification_and_Documents#127.14.3.2_Environmental_Assessment|127.14.3.2 Environmental Assessment]] to clarify who signs an Environmental Assessment. | |||
* Removed standard note H5.54 from EPG [[751.50_Standard_Detailing_Notes#H5._Expansion_Joint_Systems|751.50 Standard Detailing Notes]] because P and R rail designations (and this note) will no longer be used on our Bridge Standard Drawings. | |||
</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">February 9, 2026 | |||
---- | |||
* Updated University of Missouri's Evaluation of J-turn Intersection Design Performance PDF in EPG [[233.2_At-Grade_Intersections_with_Stop_and_Yield_Control#233.2.6_Type_4%3A_Directional_Median_Opening_with_Downstream_U-Turns|233.2.6 Type 4: Directional Median Opening with Downstream U-Turns]]. | |||
</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">February 2, 2026 | |||
---- | |||
* Revision to EPG [[:Category:1054_Concrete_Admixtures|1054 Concrete Admixtures]] fixes some spelling errors and makes the change that all the material under Sec 1054 can be sent in 1 quart plastic containers. | |||
* Revised EPG [[:Category:1001_General_Requirements_for_Material#1001.4.2.2_Size_of_Sample|1001.4.2.2 Size of Sample]], [[:Category:1018_Fly_Ash_for_Concrete#1018.2.4_Destination_Inspection_of_Approved_or_Certified_Fly_Ash|1018.2.4 Destination Inspection of Approved or Certified Fly Ash]], [[:Category:1019_Cement#1019.2.4_Destination_Inspection_of_Approved_or_Company_Certified_Cement|1019.2.4 Destination Inspection of Approved or Company Certified Cement]] and [[:Category:1019_Cement#1019.3_Sampling|1019.3 Sampling]] to correct some sample sizes of material sent to the central lab. | |||
</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">January 30, 2026 | |||
---- | |||
* Adding additional information for what needs to be written on QA concrete cores when they are submitted to the central lab for testing in EPG [[:Category:502_Portland_Cement_Concrete_Base_and_Pavement#502.2.4_Procedures|502 Portland Cement Concrete Base and Pavement]]. | |||
</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">January 28, 2026 | |||
---- | |||
* Added new Cost Estimate Guide for Scoping in EPG [[104.7_Scoping_Estimates|104.7 Scoping Estimates]]. | |||
* Adding language to EPG [[:Category:501_Concrete#501.1.4.5_Compressive_Strength|501 Concrete]] for how concrete cylinders need to be marked when they are submitted to the central lab for testing. | |||
</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">January 22, 2026 | |||
---- | |||
* Updated EPG [[107.13_Insurance_Requirements|107.13 Insurance Requirements]] to link to new Sovereign Immunity Limits. | |||
* Minor changes were made to the wording of EPG [[106.9_Buy_America_Requirement#106.9.5_BABA_Review_Process|106.9.5 BABA Review Process]]. | |||
* Provide clearer language that is more definitive guidance for contractors in EPG [[127.27_Guidelines_for_Obtaining_Environmental_Clearance_for_Off-Site_Activities|127.27 Guidelines for Obtaining Environmental Clearance for Off-Site Activities]] | |||
</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">January 22, 2026 | |||
---- | |||
* Revised EPG [[902.23_Traffic_Signal_Phasing_and_Operation#902.23.9_Power_Outages_at_Signalized_Intersections|902.23.9 Power Outages at Signalized Intersections]]. | |||
* Updated EPG [[822.2_Vegetation_Management_for_Minor_Roads|822.2 Vegetation Management for Minor Roads]] due to a change in policy for final mowing cycle. | |||
</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">January 21, 2026 | |||
---- | |||
* EPG [[751.1_Preliminary_Design#751.1.2.17_Preliminary_Cost_Estimate|751.1.2.17]] and [[751.9_Bridge_Seismic_Design#751.9.1_Seismic_Analysis_and_Design_Specifications|751.9.1]] updated to provide better access to bridge preliminary seismic design map for LRFD. | |||
</div> | |||
<div style="margin: 15px; border:1px solid black; width:97%; background-color:lightblue; padding:5px; border-radius:5px; box-shadow:10px 10px 5px #888888">January 16, 2026 | |||
---- | |||
* Updates to the EPG were made due to the '''MUTCD 11th Edition''' in EPG Articles 616, 620, 900, 903, 908, 910, 911, 913 and 914. For more information on the changes see the [https://www.modot.org/2025-mutcd-special-ballot 2025 MUTCD Special Ballot]. | |||
</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">January 13, 2026 | |||
---- | |||
* Updating existing policy in EPG [[:LPA:136.4_Consultant_Selection_and_Consultant_Contract_Management#136.4.1.6_Conflict_of_Interest|136.4.1.6 Conflict of Interest]] to better describe/clarify existing requirements as it relates to consultant conflicts of interest on LPA projects, | |||
</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">January 5, 2026 | |||
---- | |||
* Updates to EPG [[:Category:501_Concrete#501.2.9_Expansive_Concrete|501.2.9]] and [[:Category:1066_Mortars_and_Grout|1066.1]] due to the phasing out the use of Aluminum powder for expansive concrete and adopting American Concrete Institute ACI-223 "Srinkage Compensating Concrete Guide" | |||
* Updates to EPG [[750.7_Non-Hydraulic_Considerations#750.7.2_Types|750.7.2 Types]] and [[:Category:941_Permits_and_Access_Requests#941.9.8.4_Culvert_Pipe|941.9.8.4 Culvert Pipe]] to allow up to 60" SRPE in Group A Flexible Polyethylene category and updates corrugated polyethylene pipe to "double wall polyethylene" pipe. Provides details for QPL application and requirements. | |||
</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">December 19, 2025 | |||
---- | |||
* Table 1001.3 Size of Original Field Samples was updated in EPG [[:Category:1001_General_Requirements_for_Material#1001.3_Sampling_Procedures|1001.3 Sampling Procedures]] to match AASHTO. | |||
* Table 1001.5.1.2 Size of Original Field Samples was updated in EPG [[:Category:1001_General_Requirements_for_Material#1001.5.1.2_Sample_Preparation|1001.5.1.2 Sample Preparation]] to match AASHTO. | |||
* EPG [[751.9_Bridge_Seismic_Design#751.9.1.2.4.2_Footing_(Spread_Footing_and_Pile_Footing)_Joint_Shear_Reinforcement|751.9.1.2.4.2 Footing (Spread Footing and Pile Footing) Joint Shear Reinforcement]] and [[751.39_Pile_Footings|751.39 Pile Footings]] were updated, battered piles are not permitted in pile footings. | |||
* EPG [[320.1_Preliminary_Geotechnical_Report_(PGR)|320.1 Preliminary Geotechnical Report (PGR)]] was updated with information on when and how to request a PGR. | |||
</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 19, 2025 | |||
---- | |||
* Changes to ASTM reinforcement notes to provide clarity on reinforcing steel specifications on bridge plans in EPG [[751.50_Standard_Detailing_Notes#A1._Design_Specifications,_Loadings_&_Unit_Stresses_and_Standard_Plans|751.50 Standard Detailing Notes A1, C1 and C2]]. | |||
</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 18, 2025 | |||
---- | |||
* Revised EPG [[903.14_Memorial_Signs|903.14 Memorial Signs]] to add department policies to MUTCD requirements. | |||
* Updated the Engineering Factors Report in EPG [[121.7_Program_Estimates|121.7 Program Estimates]]. | |||
</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 13, 2025 | |||
---- | |||
* MoDOT will perform an audit on every project to ensure that the prime contractor has in their possession the Materials Certifications and PEAS confirmations for all applicable BABA materials on the project in EPG [[106.9_Buy_America_Requirement#106.9.5_BABA_Audit_Process|106.9.5 BABA Audit Process]]. | |||
* Changes to EPG [[236.3_Administration#236.3.12_Consultant_Right_of_Way_Appraisal,_Acquisition,_and_Relocation_Services_(RWRS)|236.3.12 Consultant Right of Way Appraisal, Acquisition, and Relocation Services (RWRS)]] were made to clarify the On-Call and Traditional ROW Consultant Services process and a new option of ROW Hybrid Consultant Services Process. | |||
* Add additional Clarrifcation to EPG [[236.13_Designing_Right_of_Way_Plans#236.13.8_Plan_Requirements|236.13.8 Plan Requirements]] to include Bearing and Distance on the RW Plans or RW Supplemental Plan Sheet. | |||
</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">October 22, 2025 | |||
---- | |||
* New test method EPG [[106.3.2.96_TM-96,_Standard_Test_Method_for_Chemical_Analysis_of_Concrete_Cores_by_Extraction_and_Solubility|106.3.2.96 TM-96, Standard Test Method for Chemical Analysis of Concrete Cores by Extraction and Solubility]], this test method evaluates concrete cores by concentrating on three phases (aggregate, paste, and voids) to assist and/or verify the reason(s) for the failure. This is one of three methods that could be utilized by industry to obtain measured results. | |||
* Performance bond table added to determine minimum performance bond amounts for permitted work. in EPG [[:Category:941_Permits_and_Access_Requests#941.6.3.6_Deposit_Requirements|941.6.3.6 Deposit Requirements]] | |||
* Updated Notice to Proceed in EPG [[108.16_Project_Dates|108.16.1 Informational Dates]] and [[237.8_Contract_Time|237.8 Contract Time]] to have consistent guidance in all policy documents. | |||
</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">October 21, 2025 | |||
---- | |||
* FHWA increased the $25,000 waiver valuation and applicable appraisal templates threshold to $35,000, updated references in EPG [[:LPA:136.8_Local_Public_Agency_Land_Acquisition#136.8.6_Appraisal_and_Appraisal_Review|136.8.6 Appraisal and Appraisal Review]], [[:LPA:136.8_Local_Public_Agency_Land_Acquisition#136.8.7_Acquisition|136.8.7 Acquisition]] and [[236.6_Appraisal_and_Appraisal_Review#236.6.1_Overall_Operating_Policies|236.6.1 Overall Operating Policies]]. | |||
</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">October 20, 2025 | |||
---- | |||
* Deleted paragraph in EPG [[236.10_Right_Of_Way_Condemnation#236.10.7.6_Just_Compensation_for_Condemned_Properties_%28RSMo_523.039%29|236.10.7.6 Just Compensation for Condemned Properties RSMo 523.039]], becuse the House Bill being referenced was declared unconstitutional. | |||
* Changes in Route/Road Relinquishment required clauses in agreements and deeds in EPG [[236.14_Change_in_Route_Status_Report#236.14.2.1_Convey_to_Local_Government_Agency_(CRSR_required)|236.14.2.1 Convey to Local Government Agency (CRSR required)]] and [[236.14_Change_in_Route_Status_Report#236.14.6_Roadway_Relinquishment_Agreement|236.14.6 Roadway Relinquishment Agreement]]. | |||
</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">September 10, 2025 | |||
---- | |||
* Updates to EPG [[127.2_Historic_Preservation_and_Cultural_Resources#127.2.6_How_does_the_District_Initiate_Section_106_Compliance|127.2.6 How does the District Initiate Section 106 Compliance]] and [[127.2_Historic_Preservation_and_Cultural_Resources#127.2.11_Early_Acquisition_of_Right-of-Way_and_Disposal_of_Uneconomic_Remnants|127.2.11 Early Acquisition of Right-of-Way and Disposal of Uneconomic Remnants]] to remove the Phased Section 106 process. | |||
* Updated EPG [[236.7_Negotiation#236.7.4.4_Agreement_for_Purchase_of_Real_Estate|236.7.4.4 Agreement for Purchase of Real Estate]] to exclude Purchase Agreements from Railroads. | |||
* Updated EPG [[236.16_Outdoor_Advertising#236.16.15.8_Mowing_and_Brush_Hogging|236.16.15.8 Mowing and Brush Hogging]] to update language encouraging vegetation applicants to follow Monarch Joint Venture's mowing and management guidelines. | |||
* Renamed and updated EPG 907.5 S-HAL to [[907.5_Safety_Resources_for_Locals|907.5 Safety Resources for Locals]] to not be focused on just the S-HAL. This now has several references to various resources including the S-HAL. | |||
</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">September 9, 2025 | |||
---- | |||
* Updates for Threatened and Endangered species in EPG [[:LPA:136.6_Environmental_and_Cultural_Requirements#136.6.4.5_Threatened_and_Endangered_Species_and_Migratory_Birds|136.6.4.5 Threatened and Endangered Species and Migratory Birds]] were made and Fig. 136.6.19 was updated. | |||
</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">September 8, 2025 | |||
---- | |||
* Added new agreement TR63_Installation_of_Rectangular_Rapid_Flashing_Beacons in EPG [[153.21_Traffic|153.21 Traffic]]. | |||
</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">September 5, 2025 | |||
---- | |||
* Updated EPG [[751.10_General_Superstructure#751.10.4_Conduit_Systems|751.10.4_Conduit_Systems]] for conduit placement requirement in barrier near expansion device to avoid interference with conduit during expansion material installation. | |||
</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">August 7, 2025 | |||
---- | |||
* Updated dollar threshold from $750,000 to $1,000,000 in LPA [[:LPA:136.3_Federal_Aid_Basics#136.3.15.3_OMB_Audit|136.3.15.3 OMB Audit]] due to final guidance from OMB to 2 CFR Part 200. | |||
* Updated EPG [[236.7_Negotiation#236.7.2.20_Acquisition_by_Condemnation|236.7.2.20 Acquisition by Condemnation]] to include Impasse Letter and purpose. | |||
</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">July 14, 2025 | |||
---- | |||
* Provide an inorganic ethyl silicate topcoat option for inorganic zinc primers on structural steel and other miscellaneous coating issues are addressed in EPG 751.1.2.9.2, 751.6.1,751.6.2.11, 751.6.2.12, 751.14.5.8, 751.50 Notes in A.4, and 1045. | |||
* Clarify conical pile points to require ASTM A148, Grade 90-60 and not allow the grade 35 shoes for CIP correlating with recent changes requiring modified Grade 3 shells with a 50 ksi yield strength in EPG [[751.50_Standard_Detailing_Notes#G5._CIP_Concrete_Piles_(Notes_for_Bridge_Standard_Drawings)|G5. CIP Concrete Piles (Notes for Bridge Standard Drawings)]] | |||
* Adding guidance for the installation of ASTM F3148 TNA Fixed Spline bolts in EPG [[:Category:712_Structural_Steel_Construction#712.1.5_High_Strength_Bolts_(Sec_712.7)|712.1.5 - 712.3.3]], [[751.50_Standard_Detailing_Notes#H1._Steel|Standard Detailing Note H1.8.1]] and [[:Category:1080_Structural_Steel_Fabrication#1080.1_High_Strength_Bolts|1080.1 High Strength Bolts]]. | |||
</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">July 11, 2025 | |||
---- | |||
* Changes made to rumble strip lift thickness in EPG [[626.1_Edgeline_Rumble_Strips|626.1 Edgeline Rumble Strips]] and [[626.2_Centerline_Rumble_Strips|626.2 Centerline Rumble Strips]]. | |||
* Provided guidance for prestressed girder stress limits in EPG [[751.21_Prestressed_Concrete_Slab_and_Box_Beams#751.21.2_Design|751.21.2 Design]] and [[751.22_Prestressed_Concrete_I_Girders#751.22.2.3_Flexure|751.22.2.3 Flexure]]. | |||
* Updated EPG [[751.31_Open_Concrete_Intermediate_Bents#751.31.2.4_Column_Analysis|751.31.2.4 Column Analysis]], added optional procedure for bridge column buckling design. | |||
* Updated EPG [[:Category:1018_Fly_Ash_for_Concrete#1018.5_Laboratory_Procedures_for_Sec_1018|1018.5 Laboratory Procedures for Sec 1018]], removed auto-sampling references. | |||
* Updated EPG [[751.9_Bridge_Seismic_Design#751.9.1_Seismic_Analysis_and_Design_Specifications|751.9.1Seismic Analysis and Design Specifications]], [[751.40_LFD_Widening_and_Repair#751.40.3.2_Bent_Cap_Shear_Strengthening_using_FRP_Wrap|751.40.3.2 Bent Cap Shear Strengthening using FRP Wrap]] and [[751.50_Standard_Detailing_Notes#I5._Fiber_Reinforced_Polymer_(FRP)_Wrap_–_Intermediate_Bent_Column_Strengthening_for_Seismic_Details_for_Widening._Report_following_notes_on_Intermediate_bent_plan_details.|751.50 Standard Detailing Notes - I5]] to clarify seismic details for bridge widening (one side, two sides, and FRP wrap). | |||
* Changes to EPG [[751.24_Retaining_Walls#751.24.2.1_Design|751.24.2.1 Design]] and [[751.50_Standard_Detailing_Notes#E._General_Elevation_and_Plan_Notes|751.50 Standard Detailing Notes E. General Elevation and Plan Notes]] to clarify clear space requirement between MSE wall and front face of the abutment beam (setback distance). | |||
* Updated EPG [[109.10_Contract_Assignment_Process_-_Contract_Reassignment_to_a_New_Contractor_(for_Sec_109.10)|109.10]] to clarify and complete the contract reassignment process. There were a few minor steps missing in the process that by adding/clarifying will make it easier on whomever assists with this process in the future. | |||
</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">July 1, 2025 | |||
---- | |||
* Updated EPG [[903.14_Memorial_Signs#903.14.3_Heroes_Way_Designation_Program|903.14.3 Heroes Way Designation Program]] to match new standards for the sign background color. | |||
* Updated 10 Year Major Bridge Needs document in EPG [[121.5_Asset_Management#121.5.4_Funding_Assets|121.5.4 Funding Assets]] | |||
</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">June 17, 2025 | |||
---- | |||
* Updated link and information in EPG [[121.5_Asset_Management|121.5 Asset Management]] for the current AMP Summary. | |||
</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">June 12, 2025 | |||
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* Updated EPG [[:Category:139_Design_-_Build|139 Design - Build]] with the new Design-Build Partnering Agreement. | |||
* Clarified language in EPG [[:LPA:136.7_Design#136.7.2.7_Design_Exceptions|136.7.2.7 Design Exceptions]] to indicate if an LPA project on MoDOT right of way has a design exception, the approval needs to be funneled through the District Engineer. | |||
* Updated EPG [[:Category:941_Permits_and_Access_Requests#941.10.3_Additional_Deployment_Criteria|941.10.3 Additional Deployment Criteria]] adding additional language to help clarify statements for LPR & PTZ network connectivity. | |||
* Updated EPG [[236.6_Appraisal_and_Appraisal_Review#236.6.3.3_Waiver_Valuation|236.6.3.3 Waiver Valuation]], the maximum was raised from $25,000 to $35,000. | |||
</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">June 11, 2025 | |||
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* Updated examples in EPG [[:Category:242_Optional_and_Alternate_Pavement_Designs|242 Optional and Alternate Pavement Designs]] with more current examples. | |||
</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">June 10, 2025 | |||
---- | |||
* EPG [[105.15_Project_Acceptance|105.15 Project Acceptance]] clarity of process updated. | |||
</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">May 27, 2025 | |||
---- | |||
* Updates were made to EPG [[751.1_Preliminary_Design#751.1.2.20_Substructure_Type|751.1.2.20 Substructure Type]] to clarify guidance for galvanizing full length of friction piles. | |||
</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">May 22, 2025 | |||
---- | |||
* Replace "Legal" with "Property" description in EPG [[238.2_Land_Surveying#238.2.17_Professional_Land_Surveyor_Review|238.2.17 Professional Land Surveyor Review]]. This change of removing legal with property, will make the langauge in guidance consistant throughout the EPG. | |||
</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">May 14, 2025 | |||
---- | |||
* Updates were made to EPG [[:Category:824_Litter_Pickup|824 Litter Pickup]] to remove Adopt-a-highway, and change it to the Keeping Missouri Beautiful program. | |||
</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">May 13, 2025 | |||
---- | |||
* Updated EPG [[751.50_Standard_Detailing_Notes#H6._Pouring_and_Finishing_Concrete_Slabs|751.50 Standard Detailing Notes - H6. Pouring and Finishing Concrete Slabs]] to provide guidance to use an existing note for new slab pours as well as redecks. | |||
* Updated the current Temporary Traffic Control Inspection Worksheet located in EPG [[616.19_Quality_Standards_for_Temporary_Traffic_Control_Devices|616.19 Quality Standards for Temporary Traffic Control Devices]]. | |||
* Updated the link to the payroll training, replacing MoDOTU with MOVERS, and updated "clerk" to "Admin Tech" for consistency in EPG [[:Category:110_State_and_Federal_Wage_Rates_and_Other_Requirements|110 State and Federal Wage Rates and Other Requirements]]. | |||
</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">May 7, 2025 | |||
---- | |||
* EPG [[:Category:110_State_and_Federal_Wage_Rates_and_Other_Requirements|110 State and Federal Wage Rates and Other Requirements]] was updated to provide clarity of the expectation of our process to ensure the project office staff are capturing the correct number of wage rate interviews during a project. | |||
* Updated EPG [[:LPA:136.6_Environmental_and_Cultural_Requirements#136.6.4.1.4_Step_4,_Mitigation_of_Adverse_Effect|136.6.4.1.4 Step 4, Mitigation of Adverse Effect]] the date did not match guidance document and agreement document. | |||
* Changed "will" to "may in EPG [[902.11_Traffic_Control_for_Schools|902.11.3 School Signal at Entrance]]. | |||
* Provide clarity of the expectation of our process to ensure the project office staff are capturing the correct number of wage rate interviews during a project in EPG [[:Category:110_State_and_Federal_Wage_Rates_and_Other_Requirements]]. | |||
</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">April 25, 2025 | |||
---- | |||
* Changed date from 60 days to 6-18 months in EPG [[106.21_Summary_of_Materials_Inspected|106.21 Summary of Materials Inspected]] to clarify what types of projects (funding source) material summaries are required for. | |||
</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">April 14, 2025 | |||
---- | |||
* EPG articles updated to clarify seismic detail requirements for columns, non-oversized drilled shafts (difference between drilled shaft and column diameter is ≤ 12"), oversized drilled shafts (difference between drilled shaft and column diameter is ≥ 18"), spread footings, and pile cap footings: | |||
:• [[751.5_Structural_Detailing_Guidelines#751.5.9.2.5_Spacing_Limits|751.5.9.2.5 Spacing Limits]] | |||
:• [[751.5_Structural_Detailing_Guidelines#751.5.9.2.6_Cover_Limits|751.5.9.2.6 Cover Limits]] | |||
:• [[751.9_Bridge_Seismic_Design#751.9.1.2_LRFD_Seismic_Details|751.9.1.2 LRFD Seismic Details]] | |||
:• [[751.9_Bridge_Seismic_Design#751.9.3.1.7_T-_Joint_Connections_for_LFD|751.9.3.1.7 T- Joint Connections for LFD]] | |||
:• [[751.11_Bearings#751.11.2.1_Elastomeric_Bearings|751.11.2.1 Elastomeric Bearings]] | |||
:• [[751.22_Prestressed_Concrete_I_Girders#751.22.2.7_Dowel_Bars|751.22.2.7 Dowel Bars]] | |||
:• [[751.31_Open_Concrete_Intermediate_Bents#751.31.1.2_Rigid_Frame-_No_Tie_or_Web_Beam|751.31.1.2 Rigid Frame- No Tie or Web Beam - 751.31.1.5 Tie Beam with Change in Column Diameter]] | |||
:• [[751.31_Open_Concrete_Intermediate_Bents#751.31.2.3_General_Design_Assumptions|751.31.2.3 General Design Assumptions]] | |||
:• [[751.31_Open_Concrete_Intermediate_Bents#751.31.3.2_Column|751.31.3.2 Column]] | |||
:• [[751.37_Drilled_Shafts#751.37.1.6_Drilled_Shaft_General_Detail_Considerations|751.37.1.6 Drilled Shaft General Detail Considerations]] | |||
:• [[751.37_Drilled_Shafts#751.37.6.1_Reinforcement_Design|751.37.6.1 Reinforcement Design]] | |||
:• [[751.37_Drilled_Shafts#751.37.6.2_Longitudinal_Reinforcement|751.37.6.2 Longitudinal Reinforcement]] | |||
:• [[751.37_Drilled_Shafts#751.37.6.4_Transverse_Reinforcement|751.37.6.4 Transverse Reinforcement]], | |||
:• [[751.38_Spread_Footings#751.38.8.3.1_Spread_Footing_Reinforcement|751.38.8.3.1 Spread Footing Reinforcement]] | |||
:• [[751.39_Pile_Footings#751.39.1_Dimensions|751.39.1 Dimensions]] | |||
:• [[751.39_Pile_Footings#751.39.5_Reinforcement|751.39.5 Reinforcement]] | |||
:• [[751.40_LFD_Widening_and_Repair#751.40.8.11.5_T-_Joint_Connections|751.40.8.11.5 T- Joint Connections]] | |||
:• [[751.50_Standard_Detailing_Notes#G1._Concrete_Bents|751.50_Standard_Detailing_Notes - G1.45]] | |||
* Created new Standard Plans for delineators linked in EPG Articles: | |||
:• [[620.5_Delineators_(MUTCD_Chapter_3F)#620.5.4_Delineator_Placement_and_Spacing_%28MUTCD_Section_3F.04%29|620.5.4 Delineator Placement and Spacing (MUTCD Section 3F.04)]] | |||
:• [[620.5_Delineators_(MUTCD_Chapter_3F)#620.5.5_Guardrail_Delineation|620.5.5 Guardrail Delineation]], [[620.5_Delineators_(MUTCD_Chapter_3F)#620.5.6_Barrier_Wall_Delineation|620.5.6 Barrier Wall Delineation]] | |||
:• [[903.2_Extent_of_Signing#903.2.25.4_Quantity_Computations|903.2.25.4 Quantity Computations]], [[903.17_Delineation_and_Object_Markers#903.17.1_Delineators|903.17.1 Delineators]] | |||
:• [[903.17_Delineation_and_Object_Markers#903.17.5_Object_Markers_for_Ends_of_Roadways_%28MUTCD_Section_2C.66%29|903.17.5 Object Markers for Ends of Roadways (MUTCD Section 2C.66)]] | |||
:• [[:Category:1044_Posts_for_Markers_and_Delineators#1044.2.1_Mile_and_Object_Marker%2C_and_Delineator_Posts|1044.2.1 Mile and Object Marker, and Delineator Posts]] | |||
:• [[1044.5_Laboratory_Testing_Guidelines_for_Sec_1044#1044.5.1.2_Physical_Tests|1044.5.1.2 Physical Tests]] | |||
* Revised splice and development lengths specified in the following EPG articles in accordance with new AASHTO standards:</br> | |||
:• [[751.5_Structural_Detailing_Guidelines#751.5.9.2.8_Development_and_Lap_Splices|751.5.9.2.8 Development and Lap Splices]] | |||
:• [[751.8_Concrete_Box_Culverts#751.8.3.2_Steel_Reinforcement|751.8.3.2 Steel Reinforcement]] | |||
:• [[751.10_General_Superstructure#751.10.1.14_Girder_and_Beam_Haunch_Reinforcement|751.10.1.14 Girder and Beam Haunch Reinforcement]] | |||
:• [[751.12_Barriers,_Railings,_Curbs_and_Fences#751.12.1.2.7_Details_of_Mounting_Light_Poles_on_Safety_Barrier_Curbs|751.12.1.2.7 Details of Mounting Light Poles on Safety Barrier Curbs]] | |||
:• [[751.12_Barriers,_Railings,_Curbs_and_Fences#751.12.1.3.2_Typical_Section_Reinforcement|751.12.1.3.2 Typical Section Reinforcement]] | |||
:• [[751.12_Barriers,_Railings,_Curbs_and_Fences#751.12.1.3.3_End_of_Barrier_Reinforcement|751.12.1.3.3.1 - 751.12.1.3.3.8]] | |||
:• [[751.12_Barriers,_Railings,_Curbs_and_Fences#751.12.1.4.2_Typical_Section_Reinforcement|751.12.1.4.2 Typical Section Reinforcement]] | |||
:• [[751.12_Barriers,_Railings,_Curbs_and_Fences#751.12.1.4.3_End_of_Barrier_Reinforcement|751.12.1.4.3 End of Barrier Reinforcement]] | |||
:• [[751.12_Barriers,_Railings,_Curbs_and_Fences#751.12.1.6_Type_A_%2832ʺ_New_Jersey_Shaped_Median%29|751.12.1.6 Type A (32ʺ New Jersey Shaped Median)]] | |||
:• [[751.21_Prestressed_Concrete_Slab_and_Box_Beams#751.21.3.3.1_Spread_Box_Beams|751.21.3.3.1 Spread Box Beams]] | |||
:• [[751.21_Prestressed_Concrete_Slab_and_Box_Beams#751.21.3.6.3_Reinforcement|751.21.3.6.3 Reinforcement]] | |||
:• [[751.22_Prestressed_Concrete_I_Girders#751.22.2.3_Flexure|751.22.2.3 Flexure]] | |||
:• [[751.22_Prestressed_Concrete_I_Girders#751.22.3.7.2_Reinforcement|751.22.3.7.2 Reinforcement]] | |||
:• [[751.22_Prestressed_Concrete_I_Girders#751.22.3.8.2_Reinforcement|751.22.3.8.2 Reinforcement]] | |||
:• [[751.22_Prestressed_Concrete_I_Girders#751.22.3.9.2_Reinforcement|751.22.3.9.2 Reinforcement]] | |||
:• [[751.22_Prestressed_Concrete_I_Girders#751.22.3.9.3_Closed_Diaphragm|751.22.3.9.3 Closed Diaphragm]] | |||
:• [[751.31_Open_Concrete_Intermediate_Bents#751.31.3.1_Beam_Cap|751.31.3.1 Beam Cap - 751.31.3.5 Hammer Head Type]] | |||
:• [[751.32_Concrete_Pile_Cap_Intermediate_Bents#751.32.4.1_Typical_Pile_Cap_Bent|751.32.4.1 Typical Pile Cap Bent]] | |||
:• [[751.35_Concrete_Pile_Cap_Integral_End_Bents#751.35.4.1_Wide_Flange_Beams_%26_Plate_Girders|751.35.4.1 Wide Flange Beams & Plate Girders]] | |||
:• [[751.35_Concrete_Pile_Cap_Integral_End_Bents#751.35.4.2_Prestressed_I-Girders%2C_Bulb-Tee_Girders_and_NU-Girders|751.35.4.2 Prestressed I-Girders, Bulb-Tee Girders and NU-Girders]] | |||
:• [[751.35_Concrete_Pile_Cap_Integral_End_Bents#751.35.4.3_Wing_Reinforcement|751.35.4.3 Wing Reinforcement]] | |||
:• [[751.50_Standard_Detailing_Notes|751.50 Standard Detailing Notes (Notes H10.8, H10.20, K1.5.1 and K1.5.2)]] | |||
* Updates to EPG [[:Category:501_Concrete#501.1.6_Measurement_of_Material_%28Sec_501.6%29|501.1.6 Measurement of Material (Sec 501.6)]] revise the scale calibration process to include more detail on the process. The specification revision includes a statement on who can perform scale calibration services. | |||
* Added concrete aggregate sampling method to EPG [[:Category:502_Portland_Cement_Concrete_Base_and_Pavement#502.1.11_Contractor_Quality_Control_(Sec_502.11)|502.1.11 Contractor Quality Control (Sec 502.11)]]. | |||
* Added sampling method standard for ashpalt aggregates in EPG articles [[:Category:403_Asphaltic_Concrete_Pavement#403.1.5_Mixture_Production_Specification_Limits_(Sec_403.5)|403.1.5 Mixture Production Specification Limits (Sec 403.5)]] and [[:Category:403_Asphaltic_Concrete_Pavement#403.1.17_Quality_Control_%28Sec_403.17%29|403.1.17 Quality Control (Sec 403.17)]]. | |||
* With the new MUTCD 11th Edition, EPG [[616.6_Temporary_Traffic_Control_Zone_Devices_(MUTCD_6F)#616.6.2.2_Flags|616.6.2.2 Flags]], [[616.19_Quality_Standards_for_Temporary_Traffic_Control_Devices#616.19.2.2.2_Sign_and_Flag_Quality|616.19.2.2.2 Sign and Flag Quality]], [[616.23_Traffic_Control_for_Field_Operations#616.23.1_Definitions|616.23.1 Definitions]], [[616.23_Traffic_Control_for_Field_Operations#616.23.2.5.1.1_Flags|616.23.2.5.1.1 Flags]] and [[616.23_Traffic_Control_for_Field_Operations#616.23.2.5.1.3_Sign_Design|616.23.2.5.1.3 Sign Design]] were updated to be more consistent with MUTCD guidance. | |||
* Increased size of crosswalk markings for midblock and high-visibility in EPG [[620.2_Pavement_and_Curb_Markings_(MUTCD_Chapter_3B)#620.2.18_Crosswalk_Markings_%28MUTCD_Section_3B.18%29|620.2.18 Crosswalk Markings (MUTCD Section 3B.18)]]. | |||
* Updated EPG [[620.2_Pavement_and_Curb_Markings_(MUTCD_Chapter_3B)#620.2.16_Stop_and_Yield_Lines_(MUTCD_Section_3B.16)|620.2.16 Stop and Yield Lines (MUTCD Section 3B.16)]], [[620.2_Pavement_and_Curb_Markings_(MUTCD_Chapter_3B)#620.2.24_Pavement_Markings_for_Highway-Rail_Grade_Crossings_(MUTCD_Section_8B.27)|620.2.24 Pavement Markings for Highway-Rail Grade Crossings (MUTCD Section 8B.27)]] and [[620.2_Pavement_and_Curb_Markings_(MUTCD_Chapter_3B)#620.2.25_Stop_and_Yield_Lines_at_Highway-Rail_Grade_Crossings_%28MUTCD_section_8B.28%29|620.2.25 Stop and Yield Lines at Highway-Rail Grade Crossings (MUTCD section 8B.28)]] to increase yield triangle size. | |||
</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">March 31, 2025 | |||
---- | |||
* 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. | |||
</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">March 19, 2025 | |||
---- | |||
* 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. | |||
</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">March 18, 2025 | |||
---- | |||
* 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]] | |||
</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">March 6, 2025 | |||
---- | |||
* 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. | |||
</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">March 5, 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">March 5, 2025 | ||
---- | ---- | ||
| Line 259: | Line 718: | ||
*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. | ||
</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">October 18, 2023 | <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 18, 2023 | ||
Latest revision as of 15:40, 2 November 2026
November 2, 2026
- Edits to EPG 236.19 Dedication of Thoroughfares ― These additions are mainly to clarify what COROW is requiring from the District ROW staff when submitting these dedications for review and approval.
- Edits to EPG 902.13.1 Application of Emergency-Vehicle Traffic Control Signals (MUTCD Section 4M.01) ― Revisions clarify the first option paragraph. Adding language clarifying the emergency vehicle facility must also have direct access to the state highway matching language in EPG 903.3.52.
- Edits to EPG 102.2 Contractor Performance, Referrals, and Endorsements ― The CSR was modified to rescind many parts. The EPG is removing the rescinded language form the CSR/process.
- Edits to EPG 903.4.51 Corridor Designations ― January of 2024 CKC MO 110 corridor designations were decommissioned, this article was updated to reflect those changes.
- Edits to EPG 903.4.39 Location of Distance Signs (MUTCD Section 2D.44) ― Correction made to restore a MoDOT direction back to the way it was before the MUTCD udpate. The proposal actually brings back the MUTCD term from the current "other state" to "numbered" routes. The current wording would change MoDOT direction and add locations signs down stream of Lettered routes, which we do not do currently.
- Edits to EPG 121.3 The Statewide Transportation Improvement Program (STIP) ― Revised to include the Long Range Transportation Plan.
October 29, 2026
- Edits to EPG 127.3 Community Impact Assessment ― Revised process to reflect rescinded regulations.
- Updating EPG 911 General (MUTCD Part 1) by making revisions to include new Midblock Pedestrian Signal (MPS) term and midblock definitions along with the proper acronyms for Midblock Ped Signal and pedestrian hybrid beacon. Updating EPG 902.1.8 Use of Signs at Signalized Locations (MUTCD Section 4A.08) by making revisions to clarify that an engineering study is necessary to determine whether an extremely low-volume minor street or driveway located within or adjacent to a signal controlled location does not require separate traffic signal control because an extremely low potential for conflict exists and adding a third exception, item C, to account for the proposed new option being added in EPG 902.4.1 second option paragraph. Updating EPG 902.3.5 Warrant 4, Pedestrian Volume (MUTCD Section 4C.05) by making revisions to account for new midblock pedestrian signal term and to allow the criteria for PHB to be used an an alternative warrant for a MPS. Updating 902.4.1 General (MUTCD Section 4D.01) by making revisions to include info and criteria for the MPS along with to define what a half signal is and not allow them except for the provided one exception in the option paragraph.
October 27, 2026
- Edits to EPG 133.3.1 Personnel from other Functional Units and 133.3.2 Snow and Ice Operations Training ― Removed incorrect and outdated data.
- Added four new Constrution Aggreements to EPG 153.7 Construction and Materials, CM43, CM44, CM46 and CM47. Two new QRG's were added to EPG 101 Standard Forms - Constrution and Materials - Quick Reference Guides - Consultant Contracts for CM43 and CM46.
October 26, 2026
- Edits to EPG 616.19 Work Zone Capacity, Queue and Travel Delay ― Updating to accommodate work zones / intelligent transportation systems. This guidance has been updated through the Safety Response Team (SRT) processes.
- Edits to EPG 1040 Guardrail, End Terminals, One-Strand Access Restraint Cable and Guard Cable Material ― Updating 1040 to include PEAS for approved manufacturer's list and removing embedded approved manufacturer's list since it exists as FS-1040 Table 1.
- Edits to all articles in EPG 129 Public Involvement ― Policy updated due to changes in federal regulations in response to President Trump's Executive Orders 14148, 14154, 14173 and the Council on Environmental Quality (CEQ) Interim Final Rule jointly and in continuing accordance with FHWA, FTA and FRA's Joint NEPA regulations (23CFR part 771).
- Edits to EPG 321 Geotechnical Engineering and 321.2 Geotechnical Guidelines ― Updated to match current procedures and guidance.
- Edits to EPG 901.7.5 Underpass Lighting and 901.7.6 High Mast Lighting ― Updating EPG to accommodate changes to high mast tower and underpass specs.
- Edits to EPG 321.1 Design of Earth Slopes, 321.2.3.3 General Procedures, 321.2.3.4 Division of Responsibility, 321.2.3.5 Practical Considerations, 321.2.4.2 Walls, 720.2.1 MSE Wall Systems (Permanent MSE Wall Systems and Temporary MSE Wall Systems) Specified on Plan Details, 747.2.6.2 Mechanically Stabilized Earth (MSE) Wall Systems, 751.1.2.2 Wing Lengths, 751.1.2.31 Finishing Up Design Layout, 751.1.4.4 CIP Concrete Walls, 751.24.2.1 Design and 751.24.3.2 Design ― Updating various EPG sections to clarify global stability requirements, resistance factor and settlement limit of MSE wall.
- Edits to EPG 643.4.1.5 Grade Separation Structures / Closing of Existing Crossing and 643.4.2 Construction Inspection Guidelines for Railroads ― Revising and clarifying Railroad Flagging to be consistent current JSP clearly defining financial responsibilities.
- Edits to EPG 106.3.2.59.2 Inertial Profiler Certification Procedures, 610.6 Areas of Localized Roughness (Sec 610.4.5.3) and 610.7 Dispute Resolution (Sec 610.5.5) ― Removing diamond grinding/planing and any coldmilling less than one inch from the list of qualifying combination treatments under Category (C) for single lift asphalt overlays. These treatments are now proposed to be reclassified under Category (D), where percent improvement incentives apply.
October 22, 2026
- Updated EPG 108.1.1 Review and Approval of a Subcontract Request, updates were made due to the FHWA 1273 update.
October 20, 2026
- Updated EPG 941.8 Traffic Impact Study Requirements to clarify sight distance evaluations should be completed for all developments meeting EPG 941.7 criteria meeting or exceeding both intersection sight distance and stopping sight distance as described in EPG 941.7.1.1, EPG 233.2.1 and EPG 941.7.1.2.
October 19, 2026
- Updated EPG 903.2.21 Combined Maximum and Minimum Speed Limits Sign (R2-4a) (MUTCD Section 2B.24). Combination Max and Min Speed Limits guidance had text which some districts found not to be specific enough and asked for clarity. The new language conveys the same direction as the old text but has been reworded to make the guidance as black and white as possible.
October 8, 2026
- Updated EPG 905.2.13 Speed Limit Guidelines and 905.2.14 Voiding City Ordinances on State Routes with Inappropriate Speed Limits to raise maximum speed limit from 70 to 75 per legislation change. 905.2.13 and 905.2.14 were also switched. It make sense to discuss speed limit guidelines over the process for voiding inappropriate speed limits.
- Updated EPG 902.12.1 Application of Rectangular Rapid Flashing Beacons (MUTCD Section 4L.01) to include contracts responsibility details, additional contracts available, removing future electrical operating costs onto the applicant, consistent beacon term use, inclusion of RRFB usage, and clarifying MoDOT should provide all future maintenance of beacons which matches the current language in the TR agreements.
- Updated EPG 902.18.7 Procedures for Advance Beacon Installations by Outside Parties. by making revisions clarifying RRFBs requested by outside party may be considered, the use of the TR63 agreement, contract responsibilities, and clarifying MoDOT should provide all future maintenance of RRFBs.
- Updated EPG LPA:136.8 Local Public Agency Land Acquisition, Central Office Right of Way (COROW) has taken over the responsibility for review and processing LPA projects. We replaced the District ROW references with COROW references to accurately explain our roles and responsibilities.
September 14, 2026
- Updated Podi List in EPG 123.1.
- Updated EPG 747.1.1 Bridge Survey Location Request Submittal/Completion Process to show location where the Bridge Survey Location Request forms should be stored.
September 3, 2026
- EPG 909 Transportation Systems Management and Operations (TSMO) was expanded, added information, resources and clear guidelines.
- EPG 110.3.2 Errors, Omissions and Non-Compliance was updated to clarify payroll restitution.
September 2, 2026
- Clarified approval process for MSE walls and updated links in EPG 720.1.2 Procedure, H11. Fences and Sidewalks and 1052.3 Special Designs and Shop Drawings.
August 18, 2026
- Updated Highway Signing Information box in EPG 903 Highway Signing (MUTCD Part 2) and updated Do Not Replace / Limited Use document, it was renamed to Signing Updates.
August 7, 2026
- Updated EPG 903.3.29 Advance Traffic Control Signs (W3-1, W3-2, W3-3, and W3-4) (MUTCD Section 2C.35) added 2nd Option statement, if a warning beacon is used with an advance traffic control sign and the traffic control signal the warning beacon is tied to goes to flash, we are adding the option that the warning beacon may also flash.
August 6, 2026
- Updated EPG 902.2.5 Basis of Removal of Traffic Control Signals (MUTCD Section 4B.05) by making revisions to the steps needed to be taken after a decision has been made to remove a signal.
July 22, 2026
- Clarify and update requirements/documents required for lease/license agreement submittals from the Districts to CO ROW in EPG 236.5.25.9 Lease/Licenses/Airspace License Agreements Submittals to Right of Way Section
- Updated EPG 902.23.7.2 Yellow Change and Red Clearance Intervals clarifiying language due to possible confusion of assuming the statement reads yellow plus all-red can not go above 6 seconds where the intent of the statement is yellow and all-red each separately can not go above 6 seconds.
July 21, 2026
- EPG 236.13.12 Plan Submittal and Filing and 236.13.13.2 Right of Way Obtained by Condemnation was updated providing additional guidance on the requirements of the Right of Way Plan Sheet project Termini.
- Added EPG 236.19 Dedication of Thoroughfares: Dedications typically arise from local governments or private developers and historically have not been routinely accepted by MoDOT. Recent operational, legal, Americans with Disabilities Act and risk management issues demonstrate the need for clear procedures.
- Summarized the key steps in the execution of Quitclaim Deeds associated with access changes in controlled access right of way and added the "Traffic Agreement and Deed Process" pdf in EPG 941.2.5 Quit Claim Deeds, General Warranty Deeds and Agreements
- Adding and updating links to Boilerplate Agreements in EPG 153.20 Right of Way Two new agreements were also added, TR64 and TR 65.
July 9, 2026
- New test method 106.3.2.100 TM 100 was created for Balanced Mix Design Requirements.
- Updates to EPG 751.8.1.5 Precast Culvert and 1049.2 Precast Concrete Box Culverts - clarifying special design requirements for precast box culverts. Precast split-box designs in accordance with ASTM C1786 with or without modification are not an acceptable precast alternative for special designs.
- Added Agricultural Driveway Category and right-turn radii details in EPG 940.16 Driveway Geometrics in table 940.16.4.
- Updated EPG Test Method 406.3.2.93, TM 93 to show current process of approving concrete aggregate. The change allows for provisional approval based on physical test results until the 12 month C1105 is complete and removes the 6 and 9 month limits for C1105 in accordance with the revised ASTM C1105 specification.
- Revisions to language in EPG 109.12 Change Orders and 131.1 Design Exception Process for clarity and to reflect current practices in response to 2021 Audits and Investigation internal audit.
- In 2020, FHWA conducted an audit of MoDOT’s utility practices. A full rewrite of the EPG language was determined necessary to adequately address all FHWA comments on 2023 draft and existing language in EPG 236.5.12 Excess Land Conveyances & Relinquishments - Utilities and 643 Utility Procedures.
- Updating License Plate Reader installation details to incorporate MASH compliant breakaway assemblies and clarifying language for third party responsibilities and district involvement in EPG 236.5.29 License Plate Readers and 941.10.2 Location.
June 11, 2026
- Updates were made to the Bridge Inspection Rating Manual (BIRM) in EPG 753.
May 27, 2026
- The MoDOT Work Zone Impact Analysis Spreadsheet was updated in EPG 616.19 to provide links to the new MUTCD nomenclature. The cost of truck and car per hour has not been updated for several years and the amount was increase based on Transportation Planning group. One equation was miscalculating the cost of queuing vehicle and was fixed.
May 6, 2026
- Streamlining ground mounted signposts in accordance with the engineering study by Horner and Shifrin in EPG 903.16.3 and 903.16.4.
- Updating various EPG articles and specification sections regarding galvanized bolts. Fabricators, inspectors and consultants recommended galvanizing bolts, nuts and washers in accordance with ASTM F2329 instead of ASTM A153. AASHTO material specification dropped AASHTO M 298 and recommended use of ASTM B695 for a mechanically galvanized option. In some areas, AASHTO M232 or ASTM A153 remains until internal processes are updated to coincide with ASTM F2329. Clarifications to galvanization process for structural steel and usage of galvanized bolts were added. EPG articles included are 614.2.1, 712, 751.36, 751.50, 901.18, 902.28, 903.22, 1023.2, 1040.2.2.
- Revisions to update procedures to 2025 Bridge Welding Code and MoDOT’s adaptations to code in EPG 136.7.3.1.2.1.8.2, 712.1.4.1.3, 751.5.9.3.3.
- EPG 104.2 and 751.1.3.2 revised to provide process guidance to the districts regarding coring bridge deck overlays for roadway design work.
- Updates to EPG 109.7 removes references requiring changes to pay periods at state and federal fiscal year ends. Removes procedures included in AWP Quick Reference Guides regarding the contractor payment processes through AWP from the EPG article.
- EPG 127.2.3.3.1, 127.2.9.1 and 127.2.9.2 was updated for consistent buffer distance in regard to archaeological sites and human remains.
- Re-titling to Traffic Pacing/Rolling Roadblock in EPG 616.19.7 and makes modifications to allow rolling roadblocks by MoDOT and contractor vehicles rather than restricting to law enforcement. All protective vehicles in the lane will require TMAs on their vehicles. Currently, MoDOT only allows law enforcement. Revisions are based on difficulty in getting enough law enforcement due to lack of personnel, and the potential of law enforcement being called away at any time.
- EPG 751.36.5 and 751.50 revised for pile length estimates and driving verification methods to increase accuracy of length estimates requiring fewer construction changes. Shifts pile analyses from consultants hired by the contractor to MoDOT staff.
April 16, 2026
- Edits to EPG 903.2.21 Combined Maximum and Minimum Speed Limits Sign (R2-4a) (MUTCD Section 2B.24) to help clarify correct application of the sign.
- Language was added to EPG 822.2 Vegetation Management for Minor Roads to clarify Vegetation Management.
- Updated EPG 616.4 Flagger Control (MUTCD Chapter 6D), updated figure 616.4.5 for better guidance and pictures also added flagger guidance of how long to work and allow breaks. This was taken out by accident when the EPG was updated to meet the new MUTCD guidance.
- Changes to EPG 106.3.2.59 TM-59, Determination of the International Roughness Index updated links to IRI threshold tables.
April 9, 2026
- Renamed Work Zone Technician Training to Work Zone Level 2 Training and Advanced Work Zone Training to Work Zone Level 3 Training in EPG 616 Temporary Traffic Control (MUTCD Part 6), 616.25 Work Zone Level 2 Training and 616.26 Work Zone Level 3 Training.
April 7, 2026
- Added explanation of bearings and distance and the importance of showing on ROW plans and Legal Description in EPG 236.4.6.2 Methods of Legally Describing the Fee or Portion Thereof.
- Added Quick Reference Guide for Central Lab sample sizes to EPG 101 Standard Forms.
February 10, 2026
- Add guidance for when to pay for geotextile with rock lining at culvert outlets (i.e. mowed lawn areas) in EPG 750.6.6 Rock Lining at Culvert Outlets.
- Updated EPG 127.14.3.2 Environmental Assessment to clarify who signs an Environmental Assessment.
- Removed standard note H5.54 from EPG 751.50 Standard Detailing Notes because P and R rail designations (and this note) will no longer be used on our Bridge Standard Drawings.
February 9, 2026
- Updated University of Missouri's Evaluation of J-turn Intersection Design Performance PDF in EPG 233.2.6 Type 4: Directional Median Opening with Downstream U-Turns.
February 2, 2026
- Revision to EPG 1054 Concrete Admixtures fixes some spelling errors and makes the change that all the material under Sec 1054 can be sent in 1 quart plastic containers.
- Revised EPG 1001.4.2.2 Size of Sample, 1018.2.4 Destination Inspection of Approved or Certified Fly Ash, 1019.2.4 Destination Inspection of Approved or Company Certified Cement and 1019.3 Sampling to correct some sample sizes of material sent to the central lab.
January 30, 2026
- Adding additional information for what needs to be written on QA concrete cores when they are submitted to the central lab for testing in EPG 502 Portland Cement Concrete Base and Pavement.
January 28, 2026
- Added new Cost Estimate Guide for Scoping in EPG 104.7 Scoping Estimates.
- Adding language to EPG 501 Concrete for how concrete cylinders need to be marked when they are submitted to the central lab for testing.
January 22, 2026
- Updated EPG 107.13 Insurance Requirements to link to new Sovereign Immunity Limits.
- Minor changes were made to the wording of EPG 106.9.5 BABA Review Process.
- Provide clearer language that is more definitive guidance for contractors in EPG 127.27 Guidelines for Obtaining Environmental Clearance for Off-Site Activities
January 22, 2026
- Revised EPG 902.23.9 Power Outages at Signalized Intersections.
- Updated EPG 822.2 Vegetation Management for Minor Roads due to a change in policy for final mowing cycle.
January 21, 2026
- EPG 751.1.2.17 and 751.9.1 updated to provide better access to bridge preliminary seismic design map for LRFD.
January 16, 2026
- Updates to the EPG were made due to the MUTCD 11th Edition in EPG Articles 616, 620, 900, 903, 908, 910, 911, 913 and 914. For more information on the changes see the 2025 MUTCD Special Ballot.
January 13, 2026
- Updating existing policy in EPG 136.4.1.6 Conflict of Interest to better describe/clarify existing requirements as it relates to consultant conflicts of interest on LPA projects,
January 5, 2026
- Updates to EPG 501.2.9 and 1066.1 due to the phasing out the use of Aluminum powder for expansive concrete and adopting American Concrete Institute ACI-223 "Srinkage Compensating Concrete Guide"
- Updates to EPG 750.7.2 Types and 941.9.8.4 Culvert Pipe to allow up to 60" SRPE in Group A Flexible Polyethylene category and updates corrugated polyethylene pipe to "double wall polyethylene" pipe. Provides details for QPL application and requirements.