[{"data":1,"prerenderedAt":-1},["ShallowReactive",2],{"detail-sidebar-cat-0-en-105":3,"doc-seo-649379-105":59,"doc-detail-649379-en":130},{"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":123,"head_meta":125,"extra_data":127,"updated_unix":129},105,"en","abutment-chapter-6-bridge-design-details-february-2020","Abutment - Chapter 6 - Bridge Design Details - February 2020","","Bridge abutment layout and detailing sheets define required plan, elevation, wingwall elevation, and retaining/return wall elevation information. The guidance specifies sheet placement, view orientation, drawing scales, and which elements to include or omit, such as dimensions, pile spacing, bearing pads, utility openings, weep holes, finished grade, and drainage details. It also sets conventions for weep-hole depiction, railings and barrier representation, standard-plan callouts, step and footing slope rules, and expansion joint spacing and waterstop embedment.",{"@graph":69,"@context":122},[70,84,105],{"@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":40,"@type":76,"position":81},"https://docshare.wps.com/document/research-report/",3,{"item":83,"name":65,"@type":76,"position":19},"https://docshare.wps.com/document/abutment-chapter-6-bridge-design-details-february-2020/649379/",{"url":83,"name":65,"@type":85,"image":86,"author":91,"headline":65,"publisher":94,"fileFormat":97,"inLanguage":63,"description":67,"dateModified":98,"datePublished":99,"encodingFormat":97,"isAccessibleForFree":100,"interactionStatistic":101},"DigitalDocument",{"url":87,"@type":88,"width":89,"height":90},"https://docshare.wps.com/thumbnails/abutment-chapter-6-bridge-design-details-february-2020/649379.png","ImageObject",300,407,{"name":92,"@type":93},"SALUTone","Person",{"url":74,"name":95,"@type":96},"DocShare","Organization","application/pdf","2026-10-25","2026-10-23",true,{"@type":102,"interactionType":103,"userInteractionCount":8},"InteractionCounter",{"@type":104},"ViewAction",{"@type":106,"mainEntity":107},"FAQPage",[108,114,118],{"name":109,"@type":110,"acceptedAnswer":111},"What must be included in the abutment PLAN view?","Question",{"text":112,"@type":113},"Include abutment, footing, pile spacing, bearing pad, and wingwall lengths along the foundation plan layout lines, show north arrow, bearing pads and level bearing limits, and utility and future utility opening centerlines with opening sizes and buried pipe details. Avoid repeating stations or bearings already shown on the FOUNDATION PLAN.","Answer",{"name":115,"@type":110,"acceptedAnswer":116},"What are the key requirements for the abutment ELEVATION view?",{"text":117,"@type":113},"Place the elevation below the PLAN view, projected from the face of the abutment. Use solid lines for below-grade portions and dashed lines for superstructure only if shown on seat-type abutments. Show weep holes when approach drainage is not required, finished grade or slope paving in front of the abutment, and bearing pads and utility opening information while avoiding full skewed wingwalls and most barrier/approach-slab dimensions.",{"name":119,"@type":110,"acceptedAnswer":120},"How are retaining/return wall expansion joints and weakened planes specified?",{"text":121,"@type":113},"Weakened plane joints should be shown at nearly equal spaces between expansion joints. Expansion joints must be placed at maximum intervals of 96 feet with shorter spaces in multiples of 8 feet, not at angle points in the wall alignment. The waterstop must extend 1 foot below finished grade, or 6 inches into a barrier/curb when such top elements are used.","https://schema.org",{"og:url":83,"og:type":124,"og:title":65,"og:site_name":95,"og:description":67},"article",{"robots":126,"canonical":83},"index,follow",{"doc_id":128,"site_id":62},649379,1792900880,{"code":4,"msg":5,"data":131},{"doc_id":128,"user_id":132,"nickname":92,"user_avatar":133,"doc_module":4,"category_id":39,"category_name":40,"doc_title":65,"doc_description":67,"doc_content":134,"file_id":135,"file_url":136,"file_type":137,"file_size":138,"view_count":8,"is_deleted":4,"is_public":8,"is_downloadable":8,"audit_status":8,"page_count":139,"language":140,"language_code":63,"site_id":62,"html_lang":63,"table_of_contents":141,"faqs":142,"seo_title":143,"seo_description":67,"update_tm":144,"read_time":145},5909897206756,"https://ap-avatar.wpscdn.com/avatar/5600152dbe4a7e99502?x-image-process=image/resize,m_fixed,w_180,h_180&k=1792654152478566863","Bridge Design Details 6.1 February 2020  \nAbutment  \nThe ABUTMENT LAYOUT and ABUTMENT DETAIL sheets provide specific details for the bridge abutment. Additional details such as abutment drainage, bearing pad layout , utility locations, retaining wall connections, and other abutment-related details may be shown on these sheets.  \nPlan  \n1. Place at the top, left side of sheet, oriented with the front side facing down and the centerline of abutment horizontal. Alternatively, the PLAN view may be orientated the same direction as the PLAN view shown on the GENERAL PLAN sheet.  \n2. The minimum scale is ¼” = 1’-0”. Use ⅛” = 1’-0” on large structures, but show less detail.  \n3. Show abutment, footing, pile spacing, bearing pad , and wingwall dimensions along the same layout lines used on the FOUNDATION PLAN (Note: Show the centerline of the abutment bearing for seat abutments and the centerline of the abutment for diaphragm abutments) .  \n4. Do not repeat layout stations or bearings shown on the FOUNDATION PLAN.  \n5. Show wingwall or retaining wall lengths.  \n6. Show pile spacing (Do not dimension piles from edge of footing) .  \n• A FOOTING PLAN may be used to show pile spacing if it can’t be shown clearly in the PLAN view. Additional DETAILS of footings should be shown in the same orientation as the PLAN view. Show the centerline of bearing.  \n7. Show North arrow.  \n8. Show bearing pads and limits of level bearing area. A portion of the expanded polystyrene or expansion joint filler material may be added.  \n9. Show the centerline of utility and future utility openings. Identify the size of opening and details for buried pipe for bridges with approach slabs, see Standard Plan: B6-10 Utility Openings T-Beam and Standard Plan: B7-10 Utility Openings Box Girder.  \n10. Avoid showing portions of approach slabs or reinforcement.  \nElevation  \n1. Place below PLAN view, projected from face of abutment. If PLAN is orientated the same as the GENERAL PLAN, place ELEVATION in front of PLAN, looking normal to face of abutment.  \n2. Use solid lines for portions below grade. Rear elevations should be avoided. ELEVATION should be a depiction of abutment stem, backwall, and footing. Avoid showing the superstructure on seat type abutments, but if it is shown – use dashed lines.  \n3. Use the same scale as PLAN view.  \n4. Show location of weep holes if Structure Approach Drainage is not required. For typical drainage details, see Standard Plan B0-3 : Bridge Detail 3-1.  \n5. Show the finished grade or slope paving in front of the abutment (FG should be parallel to the deck when the cross slope is constant and level for crowned slopes) .  \n6. Do not attempt to show the entire skewed wingwalls.  \n7. Show bearing pads and utility opening information.  \n8. Do not show all piles (NOTE: All piles not shown) .  \n9. Avoid showing barrier, approach slab , or other detail dimensions.  \nWingwall Elevation  \n1. Projection of PLAN view, if possible; otherwise locate by VIEW letters or simply call out as WINGWALL ELEVATION.  \n2. Always show looking normal to the wall.  \n3. Use the same scale as PLAN view unless reinforcement is to be shown. Usually reinforcement should not be shown at a scale less than ⅜” = 1’-0”.  \n4. Do not show wingwall layout dimensions given on PLAN view. Call out Standard Plan references instead of re-detailing standard reinforcement.  \n5. Show SECTION of top of wall details for railings, sidewalks, overhangs, and architectural treatment. Section should show Structure Approach Drainage Details if applicable.  \n6. Show finished grade or slope paving.  \n7. Show all piles.  \n8. Railing need not be shown (NOTE: Barrier railing not shown) .  \nRetaining Wall or Return Wall Elevation  \n1. Do not show dimensions given on PLAN view or standard plan sheets. Call out Standard Plan references (i.e. footing steps, expansion joints, weakened planes, etc) . Show all other layout information along the Retaining Wall Layout Line (RWLOL) .  \n2. Long retaining wal","cbCaibvV3vrVTh9x","https://ap.wps.com/l/cbCaibvV3vrVTh9x","pdf",11914809,48,"English","# Abutment\n## Plan\n## Elevation\n## Wingwall Elevation\n## Retaining Wall or Return Wall Elevation\n## Sections and Details","[{\"question\":\"What must be included in the abutment PLAN view?\",\"answer\":\"Include abutment, footing, pile spacing, bearing pad, and wingwall lengths along the foundation plan layout lines, show north arrow, bearing pads and level bearing limits, and utility and future utility opening centerlines with opening sizes and buried pipe details. Avoid repeating stations or bearings already shown on the FOUNDATION PLAN.\"},{\"question\":\"What are the key requirements for the abutment ELEVATION view?\",\"answer\":\"Place the elevation below the PLAN view, projected from the face of the abutment. Use solid lines for below-grade portions and dashed lines for superstructure only if shown on seat-type abutments. Show weep holes when approach drainage is not required, finished grade or slope paving in front of the abutment, and bearing pads and utility opening information while avoiding full skewed wingwalls and most barrier/approach-slab dimensions.\"},{\"question\":\"How are retaining/return wall expansion joints and weakened planes specified?\",\"answer\":\"Weakened plane joints should be shown at nearly equal spaces between expansion joints. Expansion joints must be placed at maximum intervals of 96 feet with shorter spaces in multiples of 8 feet, not at angle points in the wall alignment. The waterstop must extend 1 foot below finished grade, or 6 inches into a barrier/curb when such top elements are used.\"}]","Abutment - Chapter 6 - Bridge Design Details - February 2020 | PDF",1792799618,121]