[{"data":1,"prerenderedAt":-1},["ShallowReactive",2],{"detail-sidebar-cat-0-en-105":3,"doc-seo-665012-105":59,"doc-detail-665012-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","electronic-weighbridge-general-layout-revision-notes","Electronic Weighbridge - General Layout - Revision Notes","","Engineering drawing notes for an above ground electronic weighbridge, covering deck clearance requirements, structural concrete strength targets, reinforcement standards, and approval supervision by a qualified civil engineer. Specifies maximum axle loadings and spacing constraints, plus responsibilities for site-provided safety items such as platforms, steps, guard rails, and signage. Includes references to reinforcement meshes and bar types, sawcut and drainage screed guidance, anti-slip finishing, conduit layout tables, and revision history across multiple drawings and revision numbers.",{"@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":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/electronic-weighbridge-general-layout-revision-notes/665012/",{"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/electronic-weighbridge-general-layout-revision-notes/665012.png","ImageObject",300,407,{"name":92,"@type":93},"Muffet","Person",{"url":74,"name":95,"@type":96},"DocShare","Organization","application/pdf","2026-10-29",true,{"@type":101,"interactionType":102,"userInteractionCount":24},"InteractionCounter",{"@type":103},"ViewAction",{"@type":105,"mainEntity":106},"FAQPage",[107,113,117],{"name":108,"@type":109,"acceptedAnswer":110},"What are the key clearance and structural strength requirements for the weighbridge deck?","Question",{"text":111,"@type":112},"The drawing specifies a 0.75m clearance on both sides of the weighbridge deck. Minimum concrete strength is 32MPa at 28 days.","Answer",{"name":114,"@type":109,"acceptedAnswer":115},"What maximum loadings are allowed on the weighbridge, and what spacing limits apply?",{"text":116,"@type":112},"Maximum loadings are 9000kg per single axle and 17000kg per tandem axle, with spacing between 1.3m and 2.8m. For adjacent tandems, spacing is 3m maximum, and 21000kg per tri-axle bogie with axle centres at 1.3m.",{"name":118,"@type":109,"acceptedAnswer":119},"What construction and finishing requirements are stated for drainage and slip resistance?",{"text":120,"@type":112},"For drainage, screed concrete 1:100 is required transversely and longitudinally, flush with the top of channels and angles. Concrete must be lightly broom finished (non-skid surface), and edges against steel work must be troweled with radius edging tools.","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},665012,1793285648,{"code":4,"msg":5,"data":130},{"doc_id":127,"user_id":131,"nickname":92,"user_avatar":132,"doc_module":4,"category_id":39,"category_name":40,"doc_title":65,"doc_description":67,"doc_content":133,"file_id":134,"file_url":135,"file_type":136,"file_size":137,"view_count":24,"is_deleted":4,"is_public":8,"is_downloadable":8,"audit_status":8,"page_count":34,"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":142},962090768927,"https://ap-avatar.wpscdn.com/davatar_085a072bc5b1113ac321206ff7593b45","THIS DRAWING SHOULD NOT BE SCALED-IF IN DOUBT ASK.  \n0.75m CLEARANCE BOTH SIDES OFWEIGHBRIDGE DECK.AS REQUIRED BYSTATE AUTHORITIES.  \nMINIMUM STRENGTH TO BE 32MPa AT 28 DAYS.  \n4.REINFORCEMENT TO A.S.1302,1303,AND 1304.  \n5.DESIGN AND SITE WORK MUST BE APPROVED,AUTHORIZED AND  \nSUPERVISED BY CUSTOMER'S QUALIFIED CIVIL ENGINEER.  \n6.MAXIMUM LOADINGS:9000kg PER SINGLE AXLE,17000kg PER TANDEMAXLE WITH SPACINGS BETWEEN 1.3m AND 2.8m,AND 3m(MAXIMUM)BETWEEN INSIDE OF ADJACENT TANDEMS,21000kg PER TRI-AXLEBOGIE WITH AXLE CENTRES OF 1.3m  \n7.IT IS THE CUSTOMERS/SITE OWNERS RESPONSIBILITY TO PROVIDESUCH ITEMS AS PLATFORMS,STEPS,GUARD RAILS,SIGNAGE ETC.THAT MAY BE REQUIRED TO SATISFY THE REQUIREMENTS OF THEOCCUPATIONAL HEALTH AND SAFETY ACT.  \n\n| G   | SIDE CLEARANCE CHANGED T00.75m WAS 1m   | 16.11.11   | SIMON   | DIVERSECO PTY LTD  \u003Cbr>12 Kembla Way,  \u003Cbr>Willetton,WA,6155  \u003Cbr>Phone:(08)92596219  \u003Cbr>Web:diverseco.com.au   | THIS DESIGN OR DRAWING  \u003Cbr>IS NOT SOLD BUT LENT  \u003Cbr>AND REMAINS THE PROPERTY  \u003Cbr>0F THIS COMPANY.IT IS  \u003Cbr>SUBJECT TO RECALL.THE  \u003Cbr>CONTENTS MUST NOT BE  \u003Cbr>COMMUNICATED,COPIED OR  \u003Cbr>CHANGED WITHOUT WRITTEN  \u003Cbr>CONSENT.   | DR.BY:  \u003Cbr>DATE:23.10.2002  \u003Cbr>AR   | TITLE:  \u003Cbr>ABOVE GROUND-RAMPED   | DRAWING No.  \u003Cbr>A3-9630/1   |\n| --- | --- | --- | --- | --- | --- | --- | --- | --- |\n|  |  |  |  |  |  | CH.BY:  \u003Cbr>DATE:21.04.2009  \u003Cbr>SK   |  |  |\n|  | MAXIMUM LOADING CHANGED   | 21.04.09   | SIMON   |  |  | APP.BY:sK  \u003Cbr>DATE:21.04.2009   | ELECTRONIC WEIGHBRIDGE   |  |\n| E   | RAMP ALTERED&CONCRETE STRENGTH CHANGE T032Mpa   | 29.07.08   | SIMON   |  |  |  |  |  |\n|  |  |  |  |  |  | SCALE:  \u003Cbr>N.T.S.   | GENERAL LAYOUT   | REV.No.G   |\n| D   | REDRAWN ON CAD   | 23.10.02   | AR   |  |  |  |  |  |\n| REV.   | DESCRIPTION   | DATE   | APP.   |  |  |  |  | SHEET 10F 1   |\n\nTHIS DRAWING SHOULD NOT BE SCALED-IF IN DOUBT ASK.  \nISSUED FORCONSTRUCTION3660mm LENGTHS,TOOL OR SAWCUT 50mm DEEP  \nTYPICAL 4 PLACESNOTES:N20 BARS1.ALL CONCRETE WORK SHALL BE DONE IN ACCORDANCE WITH AS3600SECTION A-AMINIMUM CONCRETE CONCRETE STRENGTH SHALL BE 32MPa AT 28 DAYS.  \n| REINFORCEMENT QUANTITIES  \u003Cbr>MESH:SL82 -6 SHEETS  \u003Cbr>RL1218-6 SHEETS  \u003Cbr>(6m×2.4m SHEETS)  \u003Cbr>BAR:200FF N20 BARS AT 3660mm LENGTHS  \u003Cbr>40 OFF N16 COGGED BARS AS SHOWN  \u003Cbr>100  \u003Cbr>500   |\n| --- |\n\n# SAWCUT DETAILS\n\n2.REINFORCEMENT SHALL BE DONE T0 AS1302,1303,1304.  \n3.(A)FOR DRAINAGE PURPOSES SCREED CONCRETE T01:100 TRANSVERSELYAND LONGITUDINALLY,AND BE FLUSH WITH TOP OF CHANNELS ANDANGLES.  \n(B)CONCRETE TO BE LIGHTLY BRO0M FINISHED (ie NON SKID SURFACE),AND ALL EDGES OF CONCRETE AGAINST STEEL WORK TO BETROWELED WITH RADIUS EDGING TOOL.  \n4.FOR STEEL WORK ASSEMBLY DETAILS REFER DRAWING A3-4500-2.  \n5.FOR CONDUIT LAYOUT DETAILS REFER DRAWING A3-4485-2.BOTTOM REINFORCEMENT MESH,LOAD(MAIN)BARS MUST RUNACROSS THE WEIGHBRIDGE.  \n\n| 2   | AS REQ'D   |  | REINFORCEMENT,REFER TABLE   |  |  |\n| --- | --- | --- | --- | --- | --- |\n| 1   | 16.5m³   |  | APPROX.OF CONCRETE Fc′=32 MPa   |  |  |\n| ITEM   | QTY.   |  | DESCRIPTION/MATERIAL   |  | PART NO.   |\n|  |  | TITLE:   |  | DRAWING No.   |  |\n\n# TYPICAL CROSS SECTION\n\nCALS19703  \n\n| F   | 6-N24 BARS REPLACED BY 5-N20   | 29.05.19   |  | DIVERSECO PTY LTD  \u003Cbr>12 Kembla Way,  \u003Cbr>Willetton,WA,6155  \u003Cbr>Phone:(08)92596219  \u003Cbr>DIverseco  \u003Cbr>Web:diverseco.com.au   | THIS DESIGN OR DRAWING  \u003Cbr>IS NOT SOLD BUT LENT  \u003Cbr>AND REMAINS THE PROPERTY  \u003Cbr>0F THIS COMPANY.IT IS  \u003Cbr>SUBJECT TO RECALL.THE  \u003Cbr>CONTENTS MUST NOT BE  \u003Cbr>C0MMUNICATED,COPIED OR  \u003Cbr>CHANGED WITHOUT WRITTEN  \u003Cbr>CONSENT.   | DATE:29.05.2019  \u003Cbr>DR.BY:  AK   | 20mx3.5m LOW PROFILE  \u003Cbr>ELECTRONIC WEIGHBRIDGE   | A3-4033B   |\n| --- | --- | --- | --- | --- | --- | --- | --- | --- |\n|  |  |  |  |  |  | CH.BY:  SK DATE:29.05.2019   |  |  |\n| E   | N241200 LN BARS REPLACED BY N243660 LN BARS   | 29.1.11   |  |  |  |  |  |  |\n|  |  |  |  |  |  | APP.BY:S.K  \u003Cbr>DATE:29.05.2019   | CONCRETE DECK DETAILS   | REV.No.F   |\n| D   | N24 BARS REARRANG","cbCaiojsAUFEWhAB","https://ap.wps.com/l/cbCaiojsAUFEWhAB","pdf",517256,"English","# Weighbridge requirements\n## Clearance and structural strength\n## Maximum loadings and spacing\n# Reinforcement and construction notes\n## Concrete and reinforcement standards\n## Sawcut, drainage screed, and finishing\n# Conduit and electrical layout\n## Conduit lengths tables and supplied items\n# Revisions and drawing references\n## Revision history and related drawings","[{\"question\":\"What are the key clearance and structural strength requirements for the weighbridge deck?\",\"answer\":\"The drawing specifies a 0.75m clearance on both sides of the weighbridge deck. Minimum concrete strength is 32MPa at 28 days.\"},{\"question\":\"What maximum loadings are allowed on the weighbridge, and what spacing limits apply?\",\"answer\":\"Maximum loadings are 9000kg per single axle and 17000kg per tandem axle, with spacing between 1.3m and 2.8m. For adjacent tandems, spacing is 3m maximum, and 21000kg per tri-axle bogie with axle centres at 1.3m.\"},{\"question\":\"What construction and finishing requirements are stated for drainage and slip resistance?\",\"answer\":\"For drainage, screed concrete 1:100 is required transversely and longitudinally, flush with the top of channels and angles. Concrete must be lightly broom finished (non-skid surface), and edges against steel work must be troweled with radius edging tools.\"}]","Electronic Weighbridge - General Layout - Revision Notes | PDF",18]