[{"data":1,"prerenderedAt":-1},["ShallowReactive",2],{"detail-sidebar-cat-0-en-105":3,"doc-seo-663893-105":59,"doc-detail-663893-en":129},{"code":4,"msg":5,"data":6},0,"success",[7,13,18,23,28,33,38,43,48,51,55],{"id":8,"doc_module":4,"doc_module_name":9,"category_name":10,"show_sort_weight":11,"slug":12},1,"Document","Story & Novel",90,"story-novel",{"id":14,"doc_module":4,"doc_module_name":9,"category_name":15,"show_sort_weight":16,"slug":17},2,"Literature",80,"literature",{"id":19,"doc_module":4,"doc_module_name":9,"category_name":20,"show_sort_weight":21,"slug":22},4,"Exam",70,"exam",{"id":24,"doc_module":4,"doc_module_name":9,"category_name":25,"show_sort_weight":26,"slug":27},5,"Comic",60,"comic",{"id":29,"doc_module":4,"doc_module_name":9,"category_name":30,"show_sort_weight":31,"slug":32},6,"Technology",50,"technology",{"id":34,"doc_module":4,"doc_module_name":9,"category_name":35,"show_sort_weight":36,"slug":37},7,"Healthcare",40,"healthcare",{"id":39,"doc_module":4,"doc_module_name":9,"category_name":40,"show_sort_weight":41,"slug":42},8,"Research & Report",30,"research-report",{"id":44,"doc_module":4,"doc_module_name":9,"category_name":45,"show_sort_weight":46,"slug":47},9,"Religion & Spirituality",20,"religion-spirituality",{"id":46,"doc_module":4,"doc_module_name":9,"category_name":49,"show_sort_weight":46,"slug":50},"World Cup","world-cup",{"id":52,"doc_module":4,"doc_module_name":9,"category_name":53,"show_sort_weight":52,"slug":54},10,"Lifestyle","lifestyle",{"id":56,"doc_module":4,"doc_module_name":9,"category_name":57,"show_sort_weight":24,"slug":58},19,"General","general",{"code":4,"msg":60,"data":61},"ok",{"site_id":62,"language":63,"slug":64,"title":65,"keywords":66,"description":67,"schema_data":68,"social_meta":122,"head_meta":124,"extra_data":126,"updated_unix":128},105,"en","double-pipe-culvert-headwalls-0-skew-rdh-510-04","Double Pipe Culvert Headwalls - 0° Skew - RDH-510-04","","This technical document provides engineering specifications for a 0° skew double pipe culvert headwall as per Kentucky Department of Highways standard drawing RDH-510-04. The content includes detailed structural plans, elevation views, and section diagrams that define reinforcement bar placement, material dimensions, and geometric layout. It specifies critical construction requirements, such as a 2-inch clear distance from concrete face to steel reinforcement, standard spacing for structural bars, and specific directives for sloped aprons and vertical headwall faces to ensure drainage alignment and structural integrity.",{"@graph":69,"@context":121},[70,84,104],{"@type":71,"itemListElement":72},"BreadcrumbList",[73,77,79,82],{"item":74,"name":75,"@type":76,"position":8},"https://docshare.wps.com","Home","ListItem",{"item":78,"name":9,"@type":76,"position":14},"https://docshare.wps.com/document/",{"item":80,"name":57,"@type":76,"position":81},"https://docshare.wps.com/document/general/",3,{"item":83,"name":65,"@type":76,"position":19},"https://docshare.wps.com/document/double-pipe-culvert-headwalls-0-skew-rdh-510-04/663893/",{"url":83,"name":65,"@type":85,"image":86,"author":91,"headline":65,"publisher":94,"fileFormat":97,"inLanguage":63,"description":67,"dateModified":98,"datePublished":98,"encodingFormat":97,"isAccessibleForFree":99,"interactionStatistic":100},"DigitalDocument",{"url":87,"@type":88,"width":89,"height":90},"https://docshare.wps.com/thumbnails/double-pipe-culvert-headwalls-0-skew-rdh-510-04/663893.png","ImageObject",300,407,{"name":92,"@type":93},"Rizky","Person",{"url":74,"name":95,"@type":96},"DocShare","Organization","application/pdf","2026-10-29",true,{"@type":101,"interactionType":102,"userInteractionCount":4},"InteractionCounter",{"@type":103},"ViewAction",{"@type":105,"mainEntity":106},"FAQPage",[107,113,117],{"name":108,"@type":109,"acceptedAnswer":110},"What is the required clear distance from the concrete face to the steel reinforcement?","Question",{"text":111,"@type":112},"The clear distance from the face of the concrete to the steel reinforcement must be 2 inches.","Answer",{"name":114,"@type":109,"acceptedAnswer":115},"How should the reinforcement bars labeled C, G, and V be spaced?",{"text":116,"@type":112},"Bars C, G, and V are to be spaced 1'-0\" on centers, while all other bars should be spaced evenly.",{"name":118,"@type":109,"acceptedAnswer":119},"What is the specified slope for the apron between the culvert wings?",{"text":120,"@type":112},"The apron between the wings must be sloped in the direction of flow, equal to the slope of the pipe.","https://schema.org",{"og:url":83,"og:type":123,"og:title":65,"og:site_name":95,"og:description":67},"article",{"robots":125,"canonical":83},"index,follow",{"doc_id":127,"site_id":62},663893,1793233598,{"code":4,"msg":5,"data":130},{"doc_id":127,"user_id":131,"nickname":92,"user_avatar":132,"doc_module":4,"category_id":56,"category_name":57,"doc_title":65,"doc_description":67,"doc_content":133,"file_id":134,"file_url":135,"file_type":136,"file_size":137,"view_count":4,"is_deleted":4,"is_public":8,"is_downloadable":8,"audit_status":8,"page_count":8,"language":138,"language_code":63,"site_id":62,"html_lang":63,"table_of_contents":139,"faqs":140,"seo_title":141,"seo_description":67,"update_tm":128,"read_time":14},962085564807,"https://ap-avatar.wpscdn.com/davatar_6f874abed73319feea01a86fa6f0fab8","～NOTES～  \n1.SEE CURRENT STANDARD DRAWING RDH-522 AND 524 FOR DIMENSIONS,QUANTITIES AND BILL OF REINFORCEMENT.  \n2.ENCIRCLED LETTERS,O,INDICATE STEEL BAR LOCATIONS.  \n3.BARSC,G,V,ARE SPACED 1'-0\"O.C.ALL OTHER BARS SHALL BE EVENLYSPACED.  \n4.BARSVARE PLACED IN ORDER OF  \nINCREASING LENGTHS,BEGINNING AT THE ENDOF EACH WING.  \n5.BARSCARE PLACED IN ORDER OF INCREASING LENGTHS,BEGINNING AT THE TOPOF EACH WING.  \n6.HEADWALLS LOCATED AT EDGE OF SHOULDER SHALL BE PARALLEL TO CENTERLINEOF THE ROAD.  \n7.APRON BETWEEN WINGS SHALL BE SLOPED IN DIRECTION OF FLOW EQUAL TOSLOPE OF PIPE.FRONT FACE OF HEADWALL AND ENDS OF WINGS SHALL REMAINVERTICAL.  \n8.DIMENSIONS FROM FACE OF CONCRETE TO STEEL SHALL BE 2\"CLEAR DISTANCE.  \n# SECTION B-B\n\nW  \n| KENTUCKY  \u003Cbr>DEPARTMENT OF HIGHWAYS   |\n| --- |\n| DOUBLE PIPE CULVERT  \u003Cbr>HEADWALLS  \u003Cbr>0°SKEW   |\n| STANDARD DRAWING NO.RDH-510-04  \u003Cbr>SUBMITTED_  \u003Cbr>DIRECTOR DIVISION OF DESIGN  \u003Cbr>DATE  \u003Cbr>APPROVED  \u003Cbr>DATE  \u003Cbr>STATE HIGHWAY ENGINEER   |","cbCaifjerYJqA5Dh","https://ap.wps.com/l/cbCaifjerYJqA5Dh","pdf",103169,"English","# Structural Views\n## Plan and Elevation Details\n## Reinforcement and Construction Notes","[{\"question\":\"What is the required clear distance from the concrete face to the steel reinforcement?\",\"answer\":\"The clear distance from the face of the concrete to the steel reinforcement must be 2 inches.\"},{\"question\":\"How should the reinforcement bars labeled C, G, and V be spaced?\",\"answer\":\"Bars C, G, and V are to be spaced 1'-0\\\" on centers, while all other bars should be spaced evenly.\"},{\"question\":\"What is the specified slope for the apron between the culvert wings?\",\"answer\":\"The apron between the wings must be sloped in the direction of flow, equal to the slope of the pipe.\"}]","Double Pipe Culvert Headwalls - 0° Skew - RDH-510-04 | PDF"]