Recent Policy Changes in the EPG
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EPG 751.22.1.4 Span and Structure Lengths 2/4/21: Guidance has been added that limits span lengths to 105 ft. for Type 6 (bulb-tee) girders due to stability issues arising from lengths greater than this length. EPG 751.50 Standard Detailing Notes 2/2/21: The coating requirements for Grade 50 W steel sole plate were clarified in the notes associated with Standard Detailing H3.29.1 and H3.49.1 as well as the Standard Detailing Notes H3.29.1 and H2.49.1 themselves. EPG 231.4.2 Pavement Resurfacing and Rehabilitation Projects and EPG 231.4.3 Shoulder Widening Projects 2/1/21: Guidance has been revised to standardize the construction of shoulder widening projects across all the districts. This revision also establishes that Type A2 and Type A3 shoulders are used only in conjunction with the construction of new pavement. EPG 231.4.3 Shoulder Widening Projects replaces the former non-numbered article, EPG Minor Routes Shouldering Project Guidelines. 2/1/21: Guidance now incorporates additional Roadside Design Guide (RDG) verbiage, RDG tables, and recommends a safety analysis as a means of documenting decisions for safety strategies. Early Acquisition and Advance Acquisition 1/27/21: New EPG 127.14.3.7 Early and Advanced Acquisition of Right of Way and extensively updated EPG 236.3.4 Right of Way Acquisition Authority and Project Funding (especially EPG 236.3.4.4 Early and Advance Acquisition) now present guidance that match new FHWA requirements. EPG 616.6.2.2 Flags and Advance Warning Rail System on Signs 1/26/21: Guidance about when to use flags on signs has been clarified. 1/22/21: A new QRG, AASHTOWare Final Project Estimate, is available. EPG 751.50 Standard Detailing Notes 1/22/21: A new Standard Detailing Note, I1.71, replaces a detail on Bridge Std. Dwg. REDECK01. EPG 129.3 “Virtual” Public Involvement (VPI) 1/21/21: Additional guidance related to recording and posting virtual events is now available. 1/20/21: Two levels used for internal editorial purposes were added to the list of Bridge CADD levels. Also added were some basic instructions for printing editorial content in color on an otherwise black and white print drawing. EPG 107.12 Contractor's Responsibility for Work 1/12/21: Several scenarios have been provided to clarify guidance. 1/7/21: Guidance has been clarified via a general re-write. EPG 712.1.4.1.3 Shear Connector Welding 1/4/21: Guidance updated to clarify shear connector welding requirements. 12/31/20: Guidance now reflects the latest practice of a 24 ft. minimum width. EPG 712.1.5.4 Bolt Testing and Verification 12/31/20: New guidance for bolt testing and verification is now available. EPG 751.50 Standard Detailing Notes, A1.4 Standard Plans 12/30/20: A new Standard Detailing Note A1.4, listing applicable standard plans, is now available. In EPG 751.5.1.5 Order of Plan Sheets, updates to the order of plan sheets were made. In EPG 751.5.2.1.3 Information Blocks, references to standard plans in the title block was removed. EPG 712.1.4.1.4 Acceptable Field Welding Processes 12/23/20: Clarified the field welding procedure that uses flux cored arc welding and shielded metal arc welding. EPG 613.1.2 Class A Partial Depth Pavement Repairs 12/22/20: New guidance for Hot Pour Polymer Modified Resin-Based Material is now available. EPG 751.50 Standard Detailing Notes, J. MSE Wall Notes 12/18/20: Several MSE wall notes were clarified. Pavement Type Selection Process 12/18/20: EPG 235.3.13 Pavement Type Selection was expanded to reflect current pavement type selection policies. New EPG 242 Optional and Alternate Pavement Designs is guidance moved from EPG Other Aspects of Pavement Design and updated to current pavement type selection policies. EPG 147.3.11 Request to Subcontract Work (Form C-220) 12/16/20: Guidance about subcontracting on JOC contracts was clarified. C-220 submittals on JOCs are not to list any items due to the nature of the work. EPG 153.6 Chief Counsel's Office 12/15/20: This new article provides details on each step and other important information needed to properly execute agreements. 12/11/20: This standard detailing note and the guidance for the note were expanded to address non-standard faying surfaces in bolted splice connections. Integral End Bent Simple and Rigorous Pile Design 11/30/20: Guidance in EPG 751.1.2.22 Types of Piling , EPG 751.1.2.23 Estimating the Lengths of Piles, EPG 751.35.2.4.2 Pile Design, EPG 751.36.5.2 Structural Resistance Factor (ϕc and ϕf) for Strength Limit State and EPG 751.36.5.7 Design Values for Steel Pile was updated to implement and clarify integral end bent simple and rigorous pile design procedure. 11/24/20: Information is now available for the new template, MO53 Preliminary Engineering Master Agreement. |
