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Also includes guidance for mow strip installation, references to RD417 for Type B End Piece, and strut and yoke assembly front details along with Oregon Standard Drawings context for the Midwest Guardrail 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|\n| 49”   |  | 12”_   | 37V2”   |  |\n|  |  | 3 spaces  \u003Cbr>@4”   |  |  |\n|  |  | o o o   |  |  |\n| o o   |  |  |  |  |\n|  |  |  |  |  |\n| o o   |  | ooo。   |  |  |\n|  |  |  |  |  |\n\nEND PLATE  \n# TERMINAL RAIL ELEMENT\n\nSHELFTERMINALFRONTSIDEBEARING PLATEANGLE BRACKETBREAKAWAY POSTSTEEL FOUNDATION TUBE  \n# GENERAL NOTES FOR ALL DETAILS ON THIS SHEET:\n\n1.Downstream Anchor Terminal(DAT)shall be used on the end of guardrail run,when locatedoutside the horizontal clearance area of opposing traffic or when crashworthy terminal is notrequired.  \n2.See appropriate guardrail standard drawing(s)for additional details not shown  \n3.The rail section at the end post is supported by the Shelf Angle Bracket.The rail element is notattached to the end post.  \n4.The foundation tubes shall not project more than 3-3/4-inch above the finished grade.  \n5.A/l hardware for Downstream Anchor Terminal(DAT)shall be ASTM A307 unless otherwise shown.  \n6.If a mow strip is required with the Downstream Anchor Terminal(DAT)installation the leave-outarea around the steel foundation tubes and the two channel struts may be omitted.This willrequire a full pour at the foundation tubes.  \n7.See drawing RD417 for Type B End Piece.  \nSTRUT AND YOKE ASSEMBLY  \nFRONT  \n\n| The selection and use of this  \u003Cbr>Standard Drawing,while  \u003Cbr>designed in accordance with  \u003Cbr>generally accepted engineering  \u003Cbr>principles and practices,is the  \u003Cbr>sole responsibility of the user  \u003Cbr>and should not be used without  \u003Cbr>first consulting a Registered  \u003Cbr>Professional Engineer.   | Allmaterials shallbe in accordance wth  \u003Cbr>the current Oregon Standard Specifications.   |  |  |  |\n| --- | --- | --- | --- | --- |\n|  | OREGON STANDARD DRAWINGS  \u003Cbr>MIDWEST GUARDRAIL SYSTEM  \u003Cbr>DOWNSTREAM ANCHOR  \u003Cbr>TERMINAL(DAT)  \u003Cbr>2024   |  |  |  |\n|  | DATE   | REVISION DESCRIPTION   |  |  |\n|  | 09-2023   | REVISED NOTES   |  |  |\n|  | 07-2024   | ADDED STRUT DETAIL,UPDATED CAD STANDARDS   |  |  |\n|  |  |  |  |  |\n|  |  |  |  |  |\n|  |  |  |  |  |\n|  | Bookcio.  \u003Cbr>_N/A_--   |  | SARE_12-JUL-2024_   | RD438   |","cbCaifYze6QNks3u","https://ap.wps.com/l/cbCaifYze6QNks3u","pdf",243822,"English","# GENERAL NOTES FOR ALL DETAILS ON THIS SHEET:\n## STRUT AND YOKE ASSEMBLY","[{\"question\":\"When should the Downstream Anchor Terminal (DAT) be used?\",\"answer\":\"Use DAT on the end of a guardrail run when located outside the horizontal clearance area of opposing traffic, or when a crashworthy terminal is not required.\"},{\"question\":\"What limits apply to the steel foundation tubes height?\",\"answer\":\"Foundation tubes must not project more than 3-3/4-inch above the finished grade.\"},{\"question\":\"What material requirement applies to A/L hardware for the Downstream Anchor Terminal (DAT)?\",\"answer\":\"A/L hardware for DAT shall be ASTM A307 unless otherwise shown.\"}]","TERMINAL RAIL ELEMENT - GENERAL NOTES FOR ALL DETAILS ON THIS SHEET | PDF",1789635523]