[{"data":1,"prerenderedAt":-1},["ShallowReactive",2],{"detail-sidebar-cat-0-en-105":3,"doc-seo-663952-105":59,"doc-detail-663952-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","details-of-hydrodemolition-and-latex-modified-concrete-overlay-longitudinal-and-transverse-overlay-joint-detail","DETAILS OF HYDRODEMOLITION AND LATEX MODIFIED CONCRETE OVERLAY - LONGITUDINAL AND TRANSVERSE OVERLAY JOINT DETAIL","","Document provides detailed construction guidance for hydrodemolition and latex modified concrete (LMC) bridge deck overlays used in staged bridge rehabilitation. It specifies minimum overlay placement lengths, construction joint and sealer requirements, saw-cut and removal procedures for existing layers, clearance depths below reinforcement, and alignment of final joint locations to satisfy transportation and MOT requirements. It also includes hydrodemolition depth planning, deck sounding and unsound concrete removal, overlay thickness and cover requirements, and references to roadway plans, standard drawings, and job special provisions.",{"@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/details-of-hydrodemolition-and-latex-modified-concrete-overlay-longitudinal-and-transverse-overlay-joint-detail/663952/",{"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/details-of-hydrodemolition-and-latex-modified-concrete-overlay-longitudinal-and-transverse-overlay-joint-detail/663952.png","ImageObject",300,407,{"name":92,"@type":93},"Blue Pony","Person",{"url":74,"name":95,"@type":96},"DocShare","Organization","application/pdf","2026-10-30","2026-10-29",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 is the planned depth for hydrodemolition on the existing bridge deck surface?","Question",{"text":112,"@type":113},"The entry roadway surface of the existing bridge deck, approach slabs, and gutters shall receive hydrodemolition to a planned depth of 1 inch below the existing bridge deck surface.","Answer",{"name":115,"@type":110,"acceptedAnswer":116},"How are construction joint locations determined for staged construction?",{"text":117,"@type":113},"For staged construction, the final construction joint locations are established by the Engineer to satisfy MOT and construction requirements, targeting the C.L. Bridge, C.L. Lane, or Edge of Lane, but not positioned in a wheel path line.",{"name":119,"@type":110,"acceptedAnswer":120},"What actions are required after hydrodemolition to address deteriorated concrete?",{"text":121,"@type":113},"After hydrodemolition, the deck surface is sounded and unsound, delaminated, or otherwise deteriorated concrete is removed at the Engineer’s direction in accordance with the referenced job special provision.","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},663952,1793235188,{"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":8,"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":81},962090760266,"https://ap-avatar.wpscdn.com/davatar_276721f389ce27ea32af1340a28f341c","Stages of constructlon and trafflc refer to Brldge Rehabiltatlon Workfor general purposes.See Roadway Plans for specific sequencing.  \nThe minimum overlay placement length shallbe a span length onsimple span bridges and to an existing slab joint on continuous spanbrldges,unless otherwlse approved by the Englneer.Refer to exlstIngbrldge drawlngs.  \nΔ⑤Removal of unsound concrete beyond 142\"below the orlglnal surface⑦Depth varies to achieve minimum cearance below top mat of  \nPRINT DATE:1/4/2020  \nshear connectors.  \n⑥Areas requiring additional repair,as determined by the Engineer,shall  \nModified Concrete Overlays\".  \n\n| NOTE:Detalls shown are typlcal for staged construction.When ful wldth  \u003Cbr>rehablitation of a bridge deck is possible,adjust hydrodemolition and latex  \u003Cbr>modified concrete overlay operations and details accordingly.   |\n| --- |\n\nadjacent to curbs,rails,and armored expansion joints.  \ndeck.See Std.Dwg.TC-4 for addltlonal detalls.Plastlcdrums shall be used in lieu of concrete barriers where  \nshown in the Roadway Planssee Std.Dwg.TC-3 for  \naddltlonal detalls.  \n# DETAILS OF HYDRODEMOLITION AND LATEX MODIFIED CONCRETE OVERLAY\n\nshallbe at the direction of the Engineer.If the bond between existingconcrete and the top mat of reinforcing steel is destroyed,then theconcrete shall be removed to a minimum of Z\"clearance below the bar.⑧Finished surface of LMC Overlay shall match existing concrete deckThis removal shall be subsidiary to the item Job SP \"Hydrodemolition -classOverlay thickness and a minimum of 1%\"cover to reinforcing steel and  \n①Hand tools shall be used as required to remove concrete  \n②For staged construction,the final construction joint locationshall be established by the Engineer to satisfy MOT andconstruction requlrements.The deslred locatlon Is at the C.L.Bridge,C.L.Lane,or Edge of Lane,but in no case shallbepositioned in the line of a wheel path.  \n③For staged construction,saw cut and remove 1\"of initialLatex Modified Concrete Overlay when preparing surface foradjacent overlay.  \n(TPB)shall not be connected to the surface of the bridge  \nLMC Overlay  \nUse Y\"×1\"Type 3 or 4Jolnt Sealer.See Subsectlons 501.02(h)and 501.05(j).BackerLongitudinal construction joints shallbe sawed as soon as the concrete has sufficientlyset to allol sasing of the joInt elthout damage to the overlay.Seal color shall be gray  \n# LONGITUDINAL OVERLAY CONSTRUCTION JOINT DETAIL\n\nFor Staged Construction  \nUse Y\"×1\"Type 3 or 4 Jolnt Sealer.See Subsectlons 501.02(h)and 501.05(J).BackerRod will not be required.Joint Sealer shall be measured and paid for as LMC Overlav.Slab jolnts shallextend from gutterllne to gutterllne.Slab jolnts shall be sawed as soonas the concrete has sufflclently set to allow sawlng of the jolnt without damage to theoverlay.Slab joints shal be placed at all pouring sequence construction joints and arerequired at existing slab joint locations.Pouring sequence construction joints shall alignbetween stages of constructlon.The jolnt sealer shallextend across the deck fromgutterline to gutterline.Seal color shall be gray or other color similar to concrete.  \n# TRANSVERSE OVERLAY JOINT DETAIL\n\nMINIMUM CONSTRUCTION CLEARANCE ENVELOPE  \nSee Job SP \"Insurance,Construction,and Flagging Requirements on RailroadProperty\"for additional railroad construction requirements.  \nBy:KWY,Checked by:SWP;6/25/2020.  \nThis document was orinal isued and sealed by  \nOverlay\"and \"LMC\"on thls sheet shall be consldered synonymous wlth \"Very EarlyStrength Latex Modified Concrete Overlay\"and \"VESLMC\"for that bridge.See Job SP  \n\n| evisE   | PnLE。   | RTsE   | PLE。   |  | sTaTE   | FED.AID PROJ.NO.   | E   | s   |\n| --- | --- | --- | --- | --- | --- | --- | --- | --- |\n|  |  |  |  |  | ARK.   |  |  |  |\n|  |  |  |  |  |  |  |  |  |\n| 625202   |  |  |  | JOB NO.   |  |  |  |  |\n|  |  |  |  |  |  |  |  |  |\n| OL  \u003Cbr>GENERAL NOTES:   |  |  |  | HYDRO/LMC OVERLAY-55060   |  |  |  |  |\n\nFor Continuous Span Bridges  \nΔ Modified Hydrodemolition","cbCaicvNm0uFH2J5","https://ap.wps.com/l/cbCaicvNm0uFH2J5","pdf",1286719,"English","# DETAILS OF HYDRODEMOLITION AND LATEX MODIFIED CONCRETE OVERLAY\n## LONGITUDINAL OVERLAY CONSTRUCTION JOINT DETAIL\n## TRANSVERSE OVERLAY JOINT DETAIL\n## MINIMUM CONSTRUCTION CLEARANCE ENVELOPE\n## GENERAL NOTES AND CONSTRUCTION SPECIFICATIONS","[{\"question\":\"What is the planned depth for hydrodemolition on the existing bridge deck surface?\",\"answer\":\"The entry roadway surface of the existing bridge deck, approach slabs, and gutters shall receive hydrodemolition to a planned depth of 1 inch below the existing bridge deck surface.\"},{\"question\":\"How are construction joint locations determined for staged construction?\",\"answer\":\"For staged construction, the final construction joint locations are established by the Engineer to satisfy MOT and construction requirements, targeting the C.L. Bridge, C.L. Lane, or Edge of Lane, but not positioned in a wheel path line.\"},{\"question\":\"What actions are required after hydrodemolition to address deteriorated concrete?\",\"answer\":\"After hydrodemolition, the deck surface is sounded and unsound, delaminated, or otherwise deteriorated concrete is removed at the Engineer’s direction in accordance with the referenced job special provision.\"}]","DETAILS OF HYDRODEMOLITION AND LATEX MODIFIED CONCRETE OVERLAY - LONGITUDINAL AND TRANSVERSE OVERLAY JOINT DETAIL | PDF"]