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The sheet includes elevation and sectional views (sections A-A through D-D) with construction notes referencing related standard drawings. All chamfered edges require a 3/4\" finish, and reinforcing-bar and RCBA extension details are cross-referenced. A bill of materials specifies epoxy-coated reinforcing steel quantities by mark/size and associated lengths, plus miscellaneous items including Class C concrete and surface seal.",{"@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/e706-ttft-concrete-bridge-railing-transition-tft-plan-and-elevation-september-2012/662561/",{"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/e706-ttft-concrete-bridge-railing-transition-tft-plan-and-elevation-september-2012/662561.png","ImageObject",300,407,{"name":92,"@type":93},"Rainbow Cat","Person",{"url":74,"name":95,"@type":96},"DocShare","Organization","application/pdf","2026-10-30","2026-10-28",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 does the document cover for the TFT concrete bridge railing transition?","Question",{"text":112,"@type":113},"It presents plan/elevation information, section views, and construction notes for a concrete bridge railing transition of type TFT.","Answer",{"name":115,"@type":110,"acceptedAnswer":116},"What requirement is stated for chamfered edges?",{"text":117,"@type":113},"All chamfered edges must be finished to 3/4\".",{"name":119,"@type":110,"acceptedAnswer":120},"What items are listed in the bill of materials?",{"text":121,"@type":113},"It lists epoxy-coated reinforcing steel quantities by mark/size and length, totaling 862 LBS, and miscellaneous items including Class C concrete (2.0 CYS) and surface seal (13.4 SYS).","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},662561,1793220195,{"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":81,"language":139,"language_code":63,"site_id":62,"html_lang":63,"table_of_contents":140,"faqs":141,"seo_title":142,"seo_description":67,"update_tm":129,"read_time":39},962090769181,"https://ap-avatar.wpscdn.com/davatar_6f874abed73319feea01a86fa6f0fab8","NOTES  \n1.See Standard Drawing E706-TTFT-02 for sections.  \n2.See Standard Drawing E 706-TTFT-03 for reinforcing-bar diagramsand bill of materials.  \ntype TGB.See Standard Drawing E706-CBRT-04 for details.  \n# ELEVATION\n\n\n| INDIANA DEPARTMENT OF TRANSPORTATION   |  |\n| --- | --- |\n| CONCRETE BRIDGE RAILING  \u003Cbr>TRANSITION TFT  \u003Cbr>PLAN AND ELEVATION  \u003Cbr>SEPTEMBER 2012   |  |\n| STANDARD DRAWING NO.    E706-TTFT-01   |  |\n|  | /s/Richard L.Van Cleave 09/04/12  \u003Cbr>SUPERVISOR,ROADWAY STANDARDS  \u003Cbr>DATE  \u003Cbr>/s/Mark A.Miller  \u003Cbr>920412  \u003Cbr>CHIEF ENGINEER   |\n\n# SECTION A-A\n\nNOTES  \n1.See Standard Drawing E 706-TTFT-01 for elevation and plan.  \n2.All chamfered edges shall be 3/4\".  \n③Construction joint type A.See Standard Drawing E702-CJTA-01 fordetails.  \n4.See Standard Drawing E 706-TTFT-03 for reinforcing-bar diagrams.  \n⑤RCBA extension for bridge railing transition type TFT.See StandardDrawing E609-TBAE-02 for details.  \nSECTION B-B  \nSECTION C-C  \nSECTION D-D  \n\n| INDIANA DEPARTMENT OF TRANSPORTATION   |  |\n| --- | --- |\n| CONCRETE BRIDGE RAILING  \u003Cbr>TRANSITION,TFT  \u003Cbr>SEPTEMBER 2012   |  |\n| STANDARD DRAWING NO.    E706-TTFT-02   |  |\n|  | /s/Richard L.Van Cleave 09/04/12  \u003Cbr>SUPERVISOR,ROADWAY STANDARDS  \u003Cbr>DATE  \u003Cbr>/s/Mark A.Miller  \u003Cbr>920412  \u003Cbr>CHIEF ENGINEER   |\n\n5800×5'-5\"  \n5807x4'-9\"  \n5806×3'-10\"  \n5803×5'-3\"  \n5817x3'-0\"  \n5810x4'-7\"  \nNOTE  \n1.See Standard Drawing E703-BRST-01 for reinforcing-bar bendingdetails and notes.  \n\n| BILL OF MATERIALS   |  |  |  |\n| --- | --- | --- | --- |\n| Quantities are for one concrete  \u003Cbr>bridge railing transition type TFT   |  |  |  |\n| EPOXY-COATED REINFORCING STEEL   |  |  |  |\n| MARK OR  \u003Cbr>SIZE   | NO.OF  \u003Cbr>BARS   | LENGTH   | WEIGHT   |\n| 5800   | 21   | 5'-5\"   |  |\n| 5803   | 16   | 5'-3\"   |  |\n| 5806   | 28   | 3'-10\"   |  |\n| 5807   | 21   | 4'-9\"   |  |\n| 5810   | 16   | 4'-7\"   |  |\n| 5817   | 16   | 3'-0\"   |  |\n| \\#5   | 12   | 15'-1\"   |  |\n| \\#5   | 1   | 10'-1\"   |  |\n| \\#5   | 2   | 6'-8\"   |  |\n| \\#5   | 16   | 6'-0\"   |  |\n| Total Epoxy-Coated  \u003Cbr>Reinforcing Steel   |  |  | 862 LBS   |\n| MISCELLANEOUS   |  |  |  |\n| Concrete,Class C   |  |  | 2.0 CYS   |\n| Surface Seal   |  |  | 13.4 SYS   |\n\n\n| INDIANA DEPARTMENT OF TRANSPORTATION   |  |\n| --- | --- |\n| CONCRETE BRIDGE RAILING  \u003Cbr>TRANSITION TYPE TFT  \u003Cbr>SEPTEMBER 2012   |  |\n| STANDARD DRAWING NO.    E706-TTFT-03   |  |\n|  | /s/Richard L.Van Cleave  \u003Cbr>09/04/12   |\n|  | SUPERVISOR,ROADWAY STANDARDS  \u003Cbr>DATE  \u003Cbr>/s/Mark A.Miller  \u003Cbr>920412  \u003Cbr>CHIEF ENGINEER   |","cbCain6PT2NHn0Nm","https://ap.wps.com/l/cbCain6PT2NHn0Nm","pdf",376067,"English","# Elevation\n## Section A-A\n## Section B-B\n## Section C-C\n## Section D-D\n# Bill of Materials","[{\"question\":\"What does the document cover for the TFT concrete bridge railing transition?\",\"answer\":\"It presents plan/elevation information, section views, and construction notes for a concrete bridge railing transition of type TFT.\"},{\"question\":\"What requirement is stated for chamfered edges?\",\"answer\":\"All chamfered edges must be finished to 3/4\\\".\"},{\"question\":\"What items are listed in the bill of materials?\",\"answer\":\"It lists epoxy-coated reinforcing steel quantities by mark/size and length, totaling 862 LBS, and miscellaneous items including Class C concrete (2.0 CYS) and surface seal (13.4 SYS).\"}]","E706-TTFT - Concrete Bridge Railing Transition TFT Plan and Elevation - September 2012 | PDF"]