[{"data":1,"prerenderedAt":1191},["ShallowReactive",2],{"site-shell":3,"i-lucide:phone":194,"published-insight-slab-formwork-methods-table-gridflex-conventional":197,"i-lucide:arrow-left":1189},{"site":4,"contact":29,"navigation":50,"footer":93,"seo":98,"publishedPages":105,"headerNavigation":176,"footerNavigation":184,"headerCta":193},{"id":5,"abn":6,"acn":7,"defaultSocialImage":8,"displayName":9,"extension":10,"favicon":11,"legalName":12,"logoAlt":13,"logoDark":14,"logoDefault":11,"logoLight":14,"logoMark":14,"meta":15,"primaryColor":16,"secondaryColor":17,"shortCompanyDescription":18,"shortName":19,"stem":20,"tagline":14,"underConstruction":21,"__hash__":28},"siteSettings\u002Fsettings\u002Fsite.yml","86 654 992 542","654 992 542","\u002Fmedia\u002Fpages\u002FHome-Hero.jpg","USS Formwork","yml","\u002Fmedia\u002Fbrand\u002Fuss-logo.svg","UNIQUE STRUCTURE SERVICES PTY LTD","Unique Structure Services","",{},"#0C59C3","#C04F51","Formwork and structural concrete solutions delivered with a focus on quality, safety and dependable project execution.","USS","settings\u002Fsite",{"enabled":22,"eyebrow":23,"title":24,"heading":25,"description":26,"statusText":27},false,"New website in progress","Website under construction","Website under construction.","We're preparing a new online home for USS Formwork. 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workmanship.","T4L3xbDKCnqesI27_ICCbfqj6kDAlQ877brGy88LPUA",{"id":122,"title":59,"extension":10,"meta":123,"published":57,"route":60,"seo":124,"sortOrder":65,"stem":127,"summary":128,"__hash__":129},"pages\u002Fpages\u002Fservices.yml",{},{"title":125,"description":126,"ogImage":14,"noIndex":22,"canonical":14},"Formwork and Structural Concrete Services","Explore the delivery approach and published services of USS Formwork for formwork and concrete structures.","pages\u002Fservices","Formwork and structural concrete delivery shaped around project requirements, programme and site conditions.","Yk95qLJVI_5tZeFvrFcBaLkUJFheh3zYJc2EJEXa-Kg",{"id":131,"title":63,"extension":10,"meta":132,"published":57,"route":64,"seo":133,"sortOrder":69,"stem":136,"summary":137,"__hash__":138},"pages\u002Fpages\u002Fprojects.yml",{},{"title":134,"description":135,"ogImage":14,"noIndex":22,"canonical":14},"Projects | USS Formwork","Explore USS Formwork projects across residential, commercial and industrial concrete construction in New South Wales.","pages\u002Fprojects","USS Formwork project profiles covering structural context, delivery scope, key project facts and site photography.","mIKvqhVaFrdXQvu9-GaowOvI806sRpyjM5-BhRPDq9I",{"id":140,"title":71,"extension":10,"meta":141,"published":57,"route":72,"seo":142,"sortOrder":73,"stem":145,"summary":146,"__hash__":147},"pages\u002Fpages\u002Finsights.yml",{},{"title":143,"description":144,"ogImage":14,"noIndex":22,"canonical":14},"Formwork and Concrete Construction Insights","Read practical articles from USS Formwork on formwork methods, construction accuracy, concrete structures and project delivery.","pages\u002Finsights","Practical articles on formwork methods, concrete construction, project coordination and structural delivery.","316e_hWYjJo8laF_ZOvprK3foE25n6jlELxYxoPxzSI",{"id":149,"title":75,"extension":10,"meta":150,"published":57,"route":76,"seo":151,"sortOrder":77,"stem":154,"summary":155,"__hash__":156},"pages\u002Fpages\u002Fcareers.yml",{},{"title":152,"description":153,"ogImage":14,"noIndex":22,"canonical":14},"Careers at USS Formwork","Explore current opportunities or submit a general application to work with USS Formwork on concrete construction projects.","pages\u002Fcareers","Explore current opportunities or submit a general application to work with USS Formwork.","Rxef3KgTdEWuct9XbCZxrvg92C72Y3czljWqQ3alLFI",{"id":158,"title":79,"extension":10,"meta":159,"published":57,"route":80,"seo":160,"sortOrder":81,"stem":163,"summary":164,"__hash__":165},"pages\u002Fpages\u002Fcontact.yml",{},{"title":161,"description":162,"ogImage":14,"noIndex":22,"canonical":14},"Contact | USS Formwork","Contact USS Formwork about formwork and structural concrete requirements for an upcoming project.","pages\u002Fcontact","Send a project enquiry to USS Formwork or use confirmed business contact details when available.","hIWZPbcYW_fFCslxnwznofb385ETHZhFwwlMyHJmIvk",{"id":167,"title":168,"extension":10,"meta":169,"published":57,"route":84,"seo":170,"sortOrder":85,"stem":173,"summary":174,"__hash__":175},"pages\u002Fpages\u002Fprivacy.yml","Privacy notice",{},{"title":171,"description":172,"ogImage":14,"noIndex":57,"canonical":14},"Privacy notice | USS Formwork","Read how USS Formwork handles information supplied through this website.","pages\u002Fprivacy","Information about how USS Formwork handles website enquiries and personal information.","8_MtRTgHhMdh7Vc54VcZkb-9FZ3PjHv6n9T6_HEym50",[177,178,179,180,181,182,183],{"label":54,"href":55,"sortOrder":56,"showInHeader":57,"showInFooter":57},{"label":59,"href":60,"sortOrder":61,"showInHeader":57,"showInFooter":57},{"label":63,"href":64,"sortOrder":65,"showInHeader":57,"showInFooter":57},{"label":67,"href":68,"sortOrder":69,"showInHeader":57,"showInFooter":57},{"label":71,"href":72,"sortOrder":73,"showInHeader":57,"showInFooter":57},{"label":75,"href":76,"sortOrder":77,"showInHeader":57,"showInFooter":57},{"label":79,"href":80,"sortOrder":81,"showInHeader":57,"showInFooter":57},[185,186,187,188,189,190,191,192],{"label":54,"href":55,"sortOrder":56,"showInHeader":57,"showInFooter":57},{"label":59,"href":60,"sortOrder":61,"showInHeader":57,"showInFooter":57},{"label":63,"href":64,"sortOrder":65,"showInHeader":57,"showInFooter":57},{"label":67,"href":68,"sortOrder":69,"showInHeader":57,"showInFooter":57},{"label":71,"href":72,"sortOrder":73,"showInHeader":57,"showInFooter":57},{"label":75,"href":76,"sortOrder":77,"showInHeader":57,"showInFooter":57},{"label":79,"href":80,"sortOrder":81,"showInHeader":57,"showInFooter":57},{"label":83,"href":84,"sortOrder":85,"showInHeader":22,"showInFooter":57},{"label":88,"href":80,"target":89,"variant":90},{"left":56,"top":56,"width":195,"height":195,"rotate":56,"vFlip":22,"hFlip":22,"body":196},24,"\u003Cpath fill=\"none\" stroke=\"currentColor\" stroke-linecap=\"round\" stroke-linejoin=\"round\" stroke-width=\"2\" d=\"M13.832 16.568a1 1 0 0 0 1.213-.303l.355-.465A2 2 0 0 1 17 15h3a2 2 0 0 1 2 2v3a2 2 0 0 1-2 2A18 18 0 0 1 2 4a2 2 0 0 1 2-2h3a2 2 0 0 1 2 2v3a2 2 0 0 1-.8 1.6l-.468.351a1 1 0 0 0-.292 1.233a14 14 0 0 0 6.392 6.384\"\u002F>",{"page":198,"insightsPage":201,"article":224,"projects":744},{"id":140,"title":71,"extension":10,"meta":199,"published":57,"route":72,"seo":200,"sortOrder":73,"stem":145,"summary":146,"__hash__":147},{},{"title":143,"description":144,"ogImage":14,"noIndex":22,"canonical":14},{"id":202,"articles":203,"extension":10,"hero":211,"meta":216,"relatedProjects":217,"stem":222,"__hash__":223},"insightsPage\u002Finsights-page.yml",{"enabled":57,"eyebrow":204,"heading":205,"intro":206,"readArticleLabel":207,"backToInsightsLabel":71,"authorPrefix":208,"emptyHeading":209,"emptyDescription":210},"Latest insights","News, projects and practical perspectives.","Read practical perspectives on formwork, concrete construction, project coordination and structural delivery.","Read article","By","No insights are currently available.","Published technical articles, project updates and company news will appear here.",{"enabled":57,"eyebrow":71,"heading":212,"description":213,"image":14,"imageAlt":14,"imagePosition":214,"overlayStrength":215},"Updates from USS Formwork.","Practical articles on formwork, concrete construction, project coordination and the work behind structural delivery.","center",78,{},{"enabled":57,"eyebrow":218,"heading":219,"intro":220,"maxItems":221},"Related work","Projects connected to this insight.","Explore published USS project profiles referenced in this article.",3,"insights-page","0rg1IInkrlrH1JRKvOHiksYI0RsuwRyVg2cIVVM3Bmk",{"id":225,"title":226,"author":9,"body":227,"category":723,"description":724,"extension":725,"featured":22,"heroImage":726,"heroImageAlt":727,"meta":728,"navigation":22,"path":729,"publishDate":730,"published":57,"relatedProjects":731,"seo":732,"slug":735,"sortOrder":56,"stem":736,"summary":724,"tags":737,"__hash__":743},"insights\u002Finsights\u002Fformwork-methods.md","Slab Formwork Methods: Table, GRIDFLEX and Conventional",{"type":228,"value":229,"toc":695},"minimark",[230,237,241,247,262,269,272,275,278,281,287,290,297,304,307,326,329,335,342,345,362,368,371,374,377,383,389,392,398,401,418,421,426,429,446,449,455,458,461,467,470,496,499,505,508,511,514,520,587,590,596,602,605,608,611,617,620,626,629,635,638,644,647,653,656,662,665,671,674,680,683,686,689],[231,232,234],"h1",{"id":233},"slab-formwork-methods-table-gridflex-and-conventional",[235,236,226],"strong",{},[238,239,240],"p",{},"Formwork is not a single construction method. On a concrete structure, the most suitable system depends on the floorplate, repetition, slab depth, programme, crane access, labour, temporary works design and the amount of irregular detailing around edges, beams, cores and penetrations.",[238,242,243,244],{},"For that reason, experienced formwork teams rarely think in terms of one system being universally \"best\". The better question is: ",[235,245,246],{},"which method gives this project the right balance of speed, accuracy, flexibility and safe execution?",[238,248,249,250,253,254,257,258,261],{},"Three approaches commonly encountered in slab construction are ",[235,251,252],{},"table formwork",", ",[235,255,256],{},"GRIDFLEX grid-element formwork",", and ",[235,259,260],{},"conventional timber and plywood formwork",". Each has a different strength, and on many projects they are used together.",[263,264,266],"h2",{"id":265},"what-slab-formwork-actually-has-to-achieve",[235,267,268],{},"What slab formwork actually has to achieve",[238,270,271],{},"Before comparing systems, it is worth remembering what the formwork is doing.",[238,273,274],{},"During a pour, the deck and its supporting structure must hold wet concrete, reinforcement, workers, equipment and construction loads while maintaining the required geometry. It must establish slab levels, edges, beams, set-downs, openings and other structural details accurately enough for the finished concrete to meet the project requirements.",[238,276,277],{},"The system also has to work as part of a construction cycle. It must be erected, checked, poured, struck and moved in a controlled sequence while the structure develops sufficient strength.",[238,279,280],{},"This is why system selection affects much more than carpentry. It influences labour, crane movements, floor-cycle time, logistics, concrete finish and the amount of adjustment required by the trades that follow.",[263,282,284],{"id":283},"_1-table-formwork-built-for-repetition-and-floor-cycle-speed",[235,285,286],{},"1. Table formwork: built for repetition and floor-cycle speed",[238,288,289],{},"Table formwork uses large pre-assembled sections of slab formwork that can be struck and moved as complete or substantially complete units. Rather than dismantling the deck into individual joists, bearers and sheets after every pour, the table is transferred to its next position and reused.",[238,291,292,293,296],{},"That makes table systems particularly effective on ",[235,294,295],{},"multi-storey buildings with large, repetitive floorplates",".",[298,299,301],"h3",{"id":300},"where-table-formwork-performs-well",[235,302,303],{},"Where table formwork performs well",[238,305,306],{},"Table formwork is well suited to projects where:",[308,309,310,314,317,320,323],"ul",{},[311,312,313],"li",{},"floor layouts repeat from level to level;",[311,315,316],{},"there are sizeable open slab areas;",[311,318,319],{},"the programme benefits from a consistent floor cycle;",[311,321,322],{},"the site has suitable crane or table-moving logistics;",[311,324,325],{},"the project team can standardise table sizes and movement paths.",[238,327,328],{},"Once a table layout has been planned properly, the repetition can produce a very efficient rhythm. Teams become familiar with the sequence, fewer individual components need to be rebuilt each cycle, and the deck geometry can be reproduced consistently from floor to floor.",[298,330,332],{"id":331},"the-main-advantages",[235,333,334],{},"The main advantages",[238,336,337,338,341],{},"The strongest advantage is ",[235,339,340],{},"repeatability",". Large deck areas can be formed using assemblies that have already been built and adjusted.",[238,343,344],{},"Other benefits can include:",[308,346,347,350,353,356,359],{},[311,348,349],{},"reduced dismantling and rebuilding between floors;",[311,351,352],{},"consistent deck geometry;",[311,354,355],{},"fewer loose components in repetitive areas;",[311,357,358],{},"efficient use of labour on large floorplates;",[311,360,361],{},"fast movement when the building and lifting strategy suit the system.",[298,363,365],{"id":364},"where-tables-need-support-from-other-methods",[235,366,367],{},"Where tables need support from other methods",[238,369,370],{},"No building is made only from perfect rectangles.",[238,372,373],{},"Columns, cores, slab edges, penetrations, balconies, transfer zones, changes in slab geometry and infill areas can all interrupt the table layout. These locations often require smaller system elements or conventional formwork.",[238,375,376],{},"Crane access and movement planning also matter. A table system can be highly productive, but only when the site logistics allow the units to be struck, moved and repositioned efficiently.",[263,378,380],{"id":379},"_2-gridflex-a-flexible-grid-element-slab-system",[235,381,382],{},"2. GRIDFLEX: a flexible grid-element slab system",[238,384,385,388],{},[235,386,387],{},"GRIDFLEX"," is PERI's proprietary grid-element slab formwork system. Instead of relying on large pre-assembled tables, it uses lightweight grid elements supported on props, with form lining installed over the grid.",[238,390,391],{},"The concept provides a useful middle ground between large table systems and fully conventional formwork. It is modular and repeatable, but still adaptable around changing slab geometry.",[298,393,395],{"id":394},"where-gridflex-is-useful",[235,396,397],{},"Where GRIDFLEX is useful",[238,399,400],{},"GRIDFLEX can work particularly well where:",[308,402,403,406,409,412,415],{},[311,404,405],{},"slab areas repeat but are not perfectly uniform;",[311,407,408],{},"the project needs a hand-set system rather than large crane-moved tables;",[311,410,411],{},"there are changes in room or bay geometry;",[311,413,414],{},"the team wants a modular grid that can accommodate infill areas;",[311,416,417],{},"the floorplate includes a combination of regular and irregular zones.",[238,419,420],{},"Because the supporting grid defines the working pattern, the system can make the deck layout easy to understand on site. It can also reduce the amount of loose conventional framing required across the main slab area.",[298,422,424],{"id":423},"the-main-advantages-1",[235,425,334],{},[238,427,428],{},"A grid-element system can provide:",[308,430,431,434,437,440,443],{},[311,432,433],{},"good flexibility across different slab layouts;",[311,435,436],{},"lightweight components that can be handled in a planned sequence;",[311,438,439],{},"repeatable prop and panel\u002Fgrid positioning;",[311,441,442],{},"adaptable infill around edges and irregular areas;",[311,444,445],{},"reduced dependence on large table movements.",[238,447,448],{},"As with any proprietary formwork system, the actual configuration, slab capacity, prop arrangement, erection sequence and striking procedure must follow the project design and the manufacturer's requirements.",[263,450,452],{"id":451},"_3-conventional-formwork-maximum-flexibility-for-complex-geometry",[235,453,454],{},"3. Conventional formwork: maximum flexibility for complex geometry",[238,456,457],{},"Conventional slab formwork is generally built from a combination of plywood or another form-facing material, timber or engineered beams, joists, bearers, props and supporting components.",[238,459,460],{},"It is the most adaptable of the three approaches because the formwork can be built around the exact geometry of the structure rather than asking the structure to suit a standard module.",[298,462,464],{"id":463},"where-conventional-formwork-remains-the-right-solution",[235,465,466],{},"Where conventional formwork remains the right solution",[238,468,469],{},"Conventional methods are particularly valuable for:",[308,471,472,475,478,481,484,487,490,493],{},[311,473,474],{},"irregular slab shapes;",[311,476,477],{},"beams and deepened zones;",[311,479,480],{},"slab steps and set-downs;",[311,482,483],{},"curved or angled edges;",[311,485,486],{},"one-off structural details;",[311,488,489],{},"penetrations and congested service zones;",[311,491,492],{},"ramps, stairs and complex transitions;",[311,494,495],{},"infill between proprietary systems.",[238,497,498],{},"This adaptability is one reason conventional formwork remains essential even on highly systemised projects.",[298,500,502],{"id":501},"the-trade-off",[235,503,504],{},"The trade-off",[238,506,507],{},"Flexibility comes with a cost in labour and planning.",[238,509,510],{},"A conventional deck may require more individual measurement, cutting, fixing, levelling and dismantling. Its productivity therefore depends heavily on the skill of the formwork carpenters, the quality of the set-out and the level of repetition available.",[238,512,513],{},"For a complicated one-off area, that extra effort is often justified. For hundreds of square metres of identical slab, a systemised method may be more efficient.",[263,515,517],{"id":516},"table-gridflex-or-conventional-a-practical-comparison",[235,518,519],{},"Table, GRIDFLEX or conventional: a practical comparison",[521,522,523,542],"table",{},[524,525,526],"thead",{},[527,528,529,533,536,539],"tr",{},[530,531,532],"th",{},"Method",[530,534,535],{},"Best suited to",[530,537,538],{},"Main strengths",[530,540,541],{},"Key considerations",[543,544,545,560,573],"tbody",{},[527,546,547,551,554,557],{},[548,549,550],"td",{},"Table formwork",[548,552,553],{},"Large, repetitive multi-storey floorplates",[548,555,556],{},"Fast repetition, consistent layout and reduced rebuilding",[548,558,559],{},"Crane or moving logistics, table paths and irregular infill",[527,561,562,564,567,570],{},[548,563,387],{},[548,565,566],{},"Repetitive slabs with changing geometry",[548,568,569],{},"Modular, flexible, hand-set grid system",[548,571,572],{},"Proprietary system design, prop layout, edges and infill",[527,574,575,578,581,584],{},[548,576,577],{},"Conventional formwork",[548,579,580],{},"Complex or one-off geometry",[548,582,583],{},"Maximum adaptability and custom detailing",[548,585,586],{},"More labour, more loose components and greater reliance on carpentry and set-out",[238,588,589],{},"The right choice is rarely based on speed alone. A system that is fast in an open area can become inefficient if the project has too many interruptions, while a flexible system can save time overall by reducing difficult transitions and rework.",[263,591,593],{"id":592},"the-most-effective-solution-is-often-a-hybrid",[235,594,595],{},"The most effective solution is often a hybrid",[238,597,598,599,296],{},"Real projects frequently use ",[235,600,601],{},"more than one formwork method on the same floor",[238,603,604],{},"A contractor might use tables through the main repetitive bays, a grid-element system through areas where the geometry changes, and conventional formwork around cores, slab edges, beams, penetrations and other non-standard details.",[238,606,607],{},"This hybrid approach allows each system to do the work it is best suited to.",[238,609,610],{},"The important part is coordination. The interfaces between systems have to maintain the same structural levels, dimensions and pour sequence. A fast main deck does not help if the edge details or infill areas become a bottleneck.",[263,612,614],{"id":613},"what-should-determine-the-system-choice",[235,615,616],{},"What should determine the system choice?",[238,618,619],{},"Before selecting a slab formwork method, the project team should consider the structure as a whole.",[298,621,623],{"id":622},"floorplate-repetition",[235,624,625],{},"Floorplate repetition",[238,627,628],{},"Repeated geometry favours systems that can be reused with minimal alteration. The greater the repetition, the more value can be gained from tables or modular systems.",[298,630,632],{"id":631},"structural-complexity",[235,633,634],{},"Structural complexity",[238,636,637],{},"Transfer slabs, beams, set-downs, unusual edges and dense penetrations increase the amount of custom work. Conventional formwork or adaptable infill may become more important.",[298,639,641],{"id":640},"programme-and-floor-cycle",[235,642,643],{},"Programme and floor cycle",[238,645,646],{},"The best system should support the intended sequence of forming, reinforcement, services coordination, concrete placement, curing, striking and reshoring or backpropping.",[298,648,650],{"id":649},"site-logistics",[235,651,652],{},"Site logistics",[238,654,655],{},"Crane availability, loading zones, storage, access and the ability to move equipment between levels can change which system is practical.",[298,657,659],{"id":658},"labour-and-experience",[235,660,661],{},"Labour and experience",[238,663,664],{},"A productive system still requires a team that understands how to erect, check, adjust and strike it properly. Familiarity with the selected method can make a major difference to performance.",[298,666,668],{"id":667},"accuracy-and-finish",[235,669,670],{},"Accuracy and finish",[238,672,673],{},"The chosen system has to deliver the specified slab level, dimensions and concrete finish. Connections, joints, deflection and form-facing condition all influence the result.",[263,675,677],{"id":676},"system-selection-is-ultimately-about-buildability",[235,678,679],{},"System selection is ultimately about buildability",[238,681,682],{},"The purpose of a formwork system is not simply to create a temporary deck. It is to help deliver the permanent concrete structure safely, accurately and efficiently.",[238,684,685],{},"Table formwork provides major advantages where repetition and movement logistics are strong. GRIDFLEX offers a modular grid with greater adaptability through changing slab layouts. Conventional formwork remains indispensable where the structure demands custom geometry and detailed carpentry.",[238,687,688],{},"A well-planned project uses these strengths deliberately rather than forcing one method into every area.",[238,690,691,692,694],{},"At ",[235,693,9],{},", we approach formwork selection as part of the overall structural construction strategy. The aim is to choose and coordinate the system that best supports the geometry, programme, quality requirements and practical conditions of the project.",{"title":14,"searchDepth":221,"depth":221,"links":696},[697,699,704,708,712,713,714,722],{"id":265,"depth":698,"text":268},2,{"id":283,"depth":698,"text":286,"children":700},[701,702,703],{"id":300,"depth":221,"text":303},{"id":331,"depth":221,"text":334},{"id":364,"depth":221,"text":367},{"id":379,"depth":698,"text":382,"children":705},[706,707],{"id":394,"depth":221,"text":397},{"id":423,"depth":221,"text":334},{"id":451,"depth":698,"text":454,"children":709},[710,711],{"id":463,"depth":221,"text":466},{"id":501,"depth":221,"text":504},{"id":516,"depth":698,"text":519},{"id":592,"depth":698,"text":595},{"id":613,"depth":698,"text":616,"children":715},[716,717,718,719,720,721],{"id":622,"depth":221,"text":625},{"id":631,"depth":221,"text":634},{"id":640,"depth":221,"text":643},{"id":649,"depth":221,"text":652},{"id":658,"depth":221,"text":661},{"id":667,"depth":221,"text":670},{"id":676,"depth":698,"text":679},"Formwork systems","A practical guide to table formwork, PERI GRIDFLEX and conventional formwork, including where each method works best and how contractors choose between them.","md","\u002Fmedia\u002Farticles\u002Fformwork-methods-hero.webp","Wall and column formwork braced beside reinforcement cages on a concrete slab.",{},"\u002Finsights\u002Fformwork-methods","2026-08-18",[],{"title":733,"description":734,"ogImage":14,"noIndex":22,"canonical":14},"Slab Formwork Methods","A practical guide to table, GRIDFLEX and conventional slab formwork, including where each method works best and how contractors choose between them.","slab-formwork-methods-table-gridflex-conventional","insights\u002Fformwork-methods",[738,739,740,741,387,742],"Formwork","Slab Formwork","Concrete Construction","Table Formwork","Conventional Formwork","DlmXMxod19i73J8GE4fZ-SguH3VUuG92RzCXFSDpXD4",[745,833,900,979,1045,1101,1150],{"id":746,"title":747,"approach":748,"basementLevels":749,"builder":750,"buildingCount":751,"cardImage":752,"cardImageAlt":753,"categories":754,"challenge":756,"client":750,"clientLogo":14,"completionDate":757,"developer":750,"extension":10,"featured":57,"floorArea":758,"formworkSystems":759,"gallery":763,"heroImage":788,"heroImageAlt":789,"keyFacts":790,"location":747,"materialsSystems":791,"meta":794,"numberOfLevels":795,"otherFacts":796,"outcome":800,"overallProgressPercent":801,"overview":802,"progressItems":803,"progressLabel":14,"progressLastUpdated":14,"projectStatus":804,"published":57,"region":805,"scopeItems":806,"scopeSummary":811,"sectors":812,"seo":814,"serviceIds":817,"shortTitle":822,"slug":823,"sortOrder":61,"startDate":824,"stem":825,"structureDescription":826,"subtitle":827,"summary":828,"testimonialId":14,"video":829,"videoPoster":830,"videoTitle":831,"__hash__":832},"projects\u002Fprojects\u002Fmarsden-park.yml","143 South Street Marsden Park","Repetitive formwork zones, temporary support and material movements were coordinated across the site to support parallel work fronts and successive concrete pours.",1,"BATHLA",8,"\u002Fmedia\u002Fprojects\u002Fmarsden-park\u002Fcard.webp","Formwork materials organised across the concrete base of an excavation.",[738,755],"Concrete structures","The eight-building layout and broad project footprint required formwork resources, crane movements and concrete activities to be coordinated across multiple work fronts.","2025-01-15","38000",[760,761,762],"Plywood deck formwork","Timber bearers and shoring","Slab edge formwork",[764,766,769,772,775,778,781,784],{"image":765,"alt":753,"caption":14,"sortOrder":61},"\u002Fmedia\u002Fprojects\u002Fmarsden-park\u002Fgallery-01.webp",{"image":767,"alt":768,"caption":14,"sortOrder":65},"\u002Fmedia\u002Fprojects\u002Fmarsden-park\u002Fgallery-02.webp","Tower crane above deck formwork with a rainbow in the background.",{"image":770,"alt":771,"caption":14,"sortOrder":69},"\u002Fmedia\u002Fprojects\u002Fmarsden-park\u002Fgallery-03.webp","Shoring and timber bearers assembled for suspended slab formwork.",{"image":773,"alt":774,"caption":14,"sortOrder":73},"\u002Fmedia\u002Fprojects\u002Fmarsden-park\u002Fgallery-04.webp","Yellow edge framing around installed black deck formwork.",{"image":776,"alt":777,"caption":14,"sortOrder":77},"\u002Fmedia\u002Fprojects\u002Fmarsden-park\u002Fgallery-05.webp","Site crew assembling bearers and shoring for the next slab section.",{"image":779,"alt":780,"caption":14,"sortOrder":81},"\u002Fmedia\u002Fprojects\u002Fmarsden-park\u002Fgallery-06.webp","Worker setting timber above reinforcement and slab edge formwork.",{"image":782,"alt":783,"caption":14,"sortOrder":85},"\u002Fmedia\u002Fprojects\u002Fmarsden-park\u002Fgallery-07.webp","Installed formwork deck with materials and perimeter scaffolding.",{"image":785,"alt":786,"caption":14,"sortOrder":787},"\u002Fmedia\u002Fprojects\u002Fmarsden-park\u002Fgallery-08.webp","Vertical aerial view of concrete slabs and a reinforced strip under construction.",80,"\u002Fmedia\u002Fprojects\u002Fmarsden-park\u002Fhero.webp","Tower crane above slab formwork and shoring with a rainbow over the Marsden Park site.",[],[792,793],"Reinforced concrete slabs","Reinforced concrete vertical elements",{},5,[797],{"label":798,"value":799},"Source-recorded area","38,000 m²","The recorded structural works reached completion in January 2025 across the eight-building development.",null,"USS Formwork supported BATHLA on a multi-building concrete structure at 143 South Street, Marsden Park. The project comprised eight buildings over five levels and one basement level, with the photographed works showing deck formwork, shoring, slab edges and reinforcement progressing across the site.",[],"completed","Marsden Park, NSW",[807,808,809,810],"Basement slab formwork","Suspended slab formwork","Slab edge and infill formwork","Temporary propping and shoring","USS Formwork's scope covered formwork and concrete structure activities across the development, including basement and suspended slabs, slab edges, temporary support and coordination around reinforcement and concrete placement.",[813],"Multi-residential",{"title":815,"description":816,"ogImage":14,"noIndex":22,"canonical":14},"143 South Street Marsden Park Project","An eight-building, five-level formwork and concrete structure project delivered with BATHLA in Marsden Park.",[818,819,820,821],"formwork","concrete-structures","suspended-slabs-and-vertical-elements","commercial-and-multi-residential-structures","Marsden Park","143-south-st-marsden-park","2024-06-15","projects\u002Fmarsden-park","Eight-building concrete development comprising five levels, one basement level and a source-recorded area of 38,000 m².","Eight-building concrete structure delivered across a large Marsden Park site.","An eight-building, five-level formwork and concrete structure project delivered with BATHLA at 143 South Street, Marsden Park.","\u002Fmedia\u002Fprojects\u002Fmarsden-park\u002Fproject-video.mp4","\u002Fmedia\u002Fprojects\u002Fmarsden-park\u002Fvideo-poster.webp","143 South St Marsden Park project site video","Q1WcmK1wCKMQqKnpa9jzt5zzQcsZf-IwApJ1kDBwjBg",{"id":834,"title":835,"approach":836,"basementLevels":801,"builder":837,"buildingCount":749,"cardImage":838,"cardImageAlt":839,"categories":840,"challenge":841,"client":837,"clientLogo":14,"completionDate":842,"developer":14,"extension":10,"featured":57,"floorArea":843,"formworkSystems":844,"gallery":846,"heroImage":870,"heroImageAlt":871,"keyFacts":872,"location":835,"materialsSystems":873,"meta":875,"numberOfLevels":795,"otherFacts":876,"outcome":879,"overallProgressPercent":801,"overview":880,"progressItems":881,"progressLabel":14,"progressLastUpdated":14,"projectStatus":804,"published":57,"region":882,"scopeItems":883,"scopeSummary":885,"sectors":886,"seo":888,"serviceIds":891,"shortTitle":892,"slug":893,"sortOrder":65,"startDate":894,"stem":895,"structureDescription":896,"subtitle":897,"summary":898,"testimonialId":14,"video":14,"videoPoster":14,"videoTitle":14,"__hash__":899},"projects\u002Fprojects\u002Fyenora.yml","27 Nelson Street Yennora","Table and conventional slab formwork, temporary support and reinforcement interfaces were sequenced across the broad floorplate to support successive concrete pours.","ORWELL","\u002Fmedia\u002Fprojects\u002Fyenora\u002Fcard.webp","Tower crane and concrete pump above reinforcement work on an elevated slab.",[738,755],"The broad industrial floorplate required formwork, reinforcement, crane movements and concrete pumping to be coordinated across several active work areas.","2024-03-20","29500",[550,845,810],"Conventional slab formwork",[847,850,853,856,859,862,865,867],{"image":848,"alt":849,"caption":14,"sortOrder":61},"\u002Fmedia\u002Fprojects\u002Fyenora\u002Fgallery-01.webp","Yellow beams and table formwork supporting an elevated deck.",{"image":851,"alt":852,"caption":14,"sortOrder":65},"\u002Fmedia\u002Fprojects\u002Fyenora\u002Fgallery-02.webp","Dense reinforcement and service conduits prepared across a slab.",{"image":854,"alt":855,"caption":14,"sortOrder":69},"\u002Fmedia\u002Fprojects\u002Fyenora\u002Fgallery-03.webp","Worker clearing a completed concrete floor beside perimeter scaffolding.",{"image":857,"alt":858,"caption":14,"sortOrder":73},"\u002Fmedia\u002Fprojects\u002Fyenora\u002Fgallery-04.webp","Temporary props supporting a concrete slab between round columns.",{"image":860,"alt":861,"caption":14,"sortOrder":77},"\u002Fmedia\u002Fprojects\u002Fyenora\u002Fgallery-05.webp","Concrete columns and slab viewed across an open floor under construction.",{"image":863,"alt":864,"caption":14,"sortOrder":81},"\u002Fmedia\u002Fprojects\u002Fyenora\u002Fgallery-06.webp","Site crew preparing slab reinforcement at sunset.",{"image":866,"alt":839,"caption":14,"sortOrder":85},"\u002Fmedia\u002Fprojects\u002Fyenora\u002Fgallery-07.webp",{"image":868,"alt":869,"caption":14,"sortOrder":787},"\u002Fmedia\u002Fprojects\u002Fyenora\u002Fgallery-08.webp","Tower cranes spanning a broad concrete deck during reinforcement work.","\u002Fmedia\u002Fprojects\u002Fyenora\u002Fhero.webp","Site crew tying slab reinforcement at sunset on the Yennora project.",[],[792,874],"Reinforced concrete columns",{},[877],{"label":798,"value":878},"29,500 m²","The recorded five-level concrete structure works reached completion in March 2024.","USS Formwork supported ORWELL on the concrete structure at 27 Nelson Street, Yennora. The five-level, multi-purpose industrial project used a combination of slab formwork, temporary propping and reinforcement coordination across a broad floorplate.",[],"Yennora, NSW",[808,809,810,884],"Coordination with reinforcement and concrete placement","USS Formwork's scope covered slab and concrete structure activities, including table and conventional formwork, temporary support, slab edges and coordination around reinforcement and concrete placement.",[887],"Multi-purpose industrial",{"title":889,"description":890,"ogImage":14,"noIndex":22,"canonical":14},"27 Nelson Street Yennora Project","A five-level, 29,500 m² formwork and concrete structure project delivered with ORWELL in Yennora.",[818,819,820],"Yennora","27-nelson-st-yenora","2023-11-01","projects\u002Fyenora","Five-level, multi-purpose industrial concrete structure with a source-recorded area of 29,500 m².","Five-level industrial concrete structure delivered across a broad Yennora floorplate.","A five-level, 29,500 m² formwork and concrete structure project delivered with ORWELL at 27 Nelson Street, Yennora.","rlyOquHEylKhocenfdObaFj5GSKoSXm5v5-dHuG5b5U",{"id":901,"title":902,"approach":903,"basementLevels":698,"builder":904,"buildingCount":749,"cardImage":905,"cardImageAlt":906,"categories":907,"challenge":908,"client":904,"clientLogo":14,"completionDate":909,"developer":904,"extension":10,"featured":57,"floorArea":910,"formworkSystems":911,"gallery":913,"heroImage":946,"heroImageAlt":947,"keyFacts":948,"location":902,"materialsSystems":949,"meta":951,"numberOfLevels":952,"otherFacts":953,"outcome":956,"overallProgressPercent":801,"overview":957,"progressItems":958,"progressLabel":14,"progressLastUpdated":14,"projectStatus":804,"published":57,"region":959,"scopeItems":960,"scopeSummary":962,"sectors":963,"seo":964,"serviceIds":967,"shortTitle":968,"slug":969,"sortOrder":69,"startDate":970,"stem":971,"structureDescription":972,"subtitle":973,"summary":974,"testimonialId":14,"video":975,"videoPoster":976,"videoTitle":977,"__hash__":978},"projects\u002Fprojects\u002Ffive-docks.yml","56 Ramsay Road Five Dock","Basement and suspended slab formwork, vertical elements, temporary support and reinforcement interfaces were staged around the tower crane and concrete placement sequence.","K2 Construction","\u002Fmedia\u002Fprojects\u002Ffive-docks\u002Fcard.webp","Aerial view of a tower crane spanning slab and formwork construction.",[738,755],"The two basement levels and constrained urban footprint required formwork, access, lifting and concrete activities to be carefully coordinated as the structure progressed.","2026-08-01","18800",[760,761,912],"Vertical and curved wall formwork",[914,917,920,923,926,929,932,935,938,942],{"image":915,"alt":916,"caption":14,"sortOrder":61},"\u002Fmedia\u002Fprojects\u002Ffive-docks\u002Fgallery-01.webp","Basement reinforcement and vertical formwork beside a tower crane.",{"image":918,"alt":919,"caption":14,"sortOrder":65},"\u002Fmedia\u002Fprojects\u002Ffive-docks\u002Fgallery-02.webp","Black formwork sheets installed around slab openings and concrete upstands.",{"image":921,"alt":922,"caption":14,"sortOrder":69},"\u002Fmedia\u002Fprojects\u002Ffive-docks\u002Fgallery-03.webp","Timber bearers and shoring assembled for the next suspended slab.",{"image":924,"alt":925,"caption":14,"sortOrder":73},"\u002Fmedia\u002Fprojects\u002Ffive-docks\u002Fgallery-04.webp","Overhead view of a tower crane spanning concrete and formwork work areas.",{"image":927,"alt":928,"caption":14,"sortOrder":77},"\u002Fmedia\u002Fprojects\u002Ffive-docks\u002Fgallery-05.webp","Site crew assembling shoring and formwork around a concrete work area.",{"image":930,"alt":931,"caption":14,"sortOrder":81},"\u002Fmedia\u002Fprojects\u002Ffive-docks\u002Fgallery-06.webp","Formwork deck panels installed with yellow safety screens over openings.",{"image":933,"alt":934,"caption":14,"sortOrder":85},"\u002Fmedia\u002Fprojects\u002Ffive-docks\u002Fgallery-07.webp","Aerial view of reinforcement, formwork and a tower crane across the site.",{"image":936,"alt":937,"caption":14,"sortOrder":787},"\u002Fmedia\u002Fprojects\u002Ffive-docks\u002Fgallery-08.webp","Curved wall formwork prepared with external reinforcing steel.",{"image":939,"alt":940,"caption":14,"sortOrder":941},"\u002Fmedia\u002Fprojects\u002Ffive-docks\u002Fgallery-09.webp","Site crew placing and finishing concrete between reinforced sections.",90,{"image":943,"alt":944,"caption":14,"sortOrder":945},"\u002Fmedia\u002Fprojects\u002Ffive-docks\u002Fgallery-10.webp","Timber bearers and shoring viewed from above within the basement structure.",100,"\u002Fmedia\u002Fprojects\u002Ffive-docks\u002Fhero.webp","Basement slab reinforcement and wall formwork arranged around a tower crane.",[],[792,950],"Reinforced concrete walls and columns",{},7,[954],{"label":798,"value":955},"18,800 m²","The project records identify August 2026 as the completion date for the seven-level concrete structure.","USS Formwork supported K2 Construction on the concrete structure at 56 Ramsay Road, Five Dock. The single-building project comprises seven levels over two basement levels, with photographed works spanning basement reinforcement, wall and slab formwork, temporary support and concrete placement.",[],"Five Dock, NSW",[807,808,961,810],"Wall, column and core formwork","USS Formwork's scope covers formwork and concrete structure activities across the basement and upper levels, including slab decks, vertical elements, temporary support and coordination around reinforcement and concrete placement.",[813],{"title":965,"description":966,"ogImage":14,"noIndex":22,"canonical":14},"56 Ramsay Road Five Dock Project","A seven-level, two-basement formwork and concrete structure project delivered with K2 Construction in Five Dock.",[818,819,820,821],"Five Dock","56-ramsay-rd-five-dock","2025-12-15","projects\u002Ffive-docks","Single seven-level concrete structure over two basement levels.","Seven-level concrete structure over two basement levels in Five Dock.","A seven-level, two-basement formwork and concrete structure project delivered with K2 Construction at 56 Ramsay Road, Five Dock.","\u002Fmedia\u002Fprojects\u002Ffive-docks\u002Fproject-video.mp4","\u002Fmedia\u002Fprojects\u002Ffive-docks\u002Fvideo-poster.webp","56 Ramsay Rd Five Dock project site video","Z7YVWevtY785sgoiP39QAPt-PXKHIV1ptGLEvy7erME",{"id":980,"title":981,"approach":982,"basementLevels":698,"builder":983,"buildingCount":749,"cardImage":984,"cardImageAlt":985,"categories":986,"challenge":987,"client":983,"clientLogo":14,"completionDate":988,"developer":983,"extension":10,"featured":57,"floorArea":14,"formworkSystems":989,"gallery":991,"heroImage":984,"heroImageAlt":985,"keyFacts":1016,"location":981,"materialsSystems":1017,"meta":1019,"numberOfLevels":1020,"otherFacts":1021,"outcome":1024,"overallProgressPercent":945,"overview":1025,"progressItems":1026,"progressLabel":14,"progressLastUpdated":14,"projectStatus":804,"published":57,"region":1027,"scopeItems":1028,"scopeSummary":1029,"sectors":1030,"seo":1031,"serviceIds":1034,"shortTitle":1035,"slug":1036,"sortOrder":73,"startDate":1037,"stem":1038,"structureDescription":1039,"subtitle":1040,"summary":1033,"testimonialId":14,"video":1041,"videoPoster":1042,"videoTitle":1043,"__hash__":1044},"projects\u002Fprojects\u002F53-regent-st-kograh.yml","53 Regent Street Kogarah","Deck formwork, shoring, vertical elements, reinforcement interfaces and concrete pours were coordinated in stages to maintain workable areas and support the structural sequence.","LANDMARK","\u002Fmedia\u002Fprojects\u002Fkograh-53\u002Fkograh-53-hero.jpg","Workers placing and finishing concrete beside deck formwork in a deep basement excavation.",[738,755],"The deep urban excavation and close neighbouring properties required formwork, access and concrete activities to be carefully sequenced within a constrained footprint.","2023-09-14",[760,761,990],"Vertical element formwork",[992,995,998,1001,1004,1007,1010,1013],{"image":993,"alt":994,"sortOrder":61},"\u002Fmedia\u002Fprojects\u002Fkograh-53\u002Fkograh-53 (2).jpg","Site crew installing services and reinforcement across a basement slab before a concrete pour.",{"image":996,"alt":997,"sortOrder":65},"\u002Fmedia\u002Fprojects\u002Fkograh-53\u002Fkograh-53 (3).jpg","Formwork crew fixing black plywood deck panels over timber bearers in the basement.",{"image":999,"alt":1000,"sortOrder":69},"\u002Fmedia\u002Fprojects\u002Fkograh-53\u002Fkograh-53 (5).jpg","Aerial view of the excavated Kogarah site during early basement works.",{"image":1002,"alt":1003,"sortOrder":73},"\u002Fmedia\u002Fprojects\u002Fkograh-53\u002Fkograh-53 (6).jpg","Aerial view of a deep shored excavation with plant working on the basement level.",{"image":1005,"alt":1006,"sortOrder":77},"\u002Fmedia\u002Fprojects\u002Fkograh-53\u002Fkograh-53 (7).jpg","Basement slab formwork and shoring progressing against concrete retaining walls.",{"image":1008,"alt":1009,"sortOrder":81},"\u002Fmedia\u002Fprojects\u002Fkograh-53\u002Fkograh-53 (8).jpg","Aerial view of deck formwork and shoring arranged around the tower crane.",{"image":1011,"alt":1012,"sortOrder":85},"\u002Fmedia\u002Fprojects\u002Fkograh-53\u002Fkograh-53 (9).jpg","Site crew placing and levelling concrete across a reinforced basement slab.",{"image":1014,"alt":1015,"sortOrder":787},"\u002Fmedia\u002Fprojects\u002Fkograh-53\u002Fkograh-53 (10).jpg","Workers finishing a concrete slab between wall reinforcement and timber edge forms.",[],[792,1018],"Reinforced concrete walls and cores",{},13,[1022],{"label":798,"value":1023},"20,900 m²","The project reached recorded completion in September 2023 after successive basement and upper-level structural work cycles.","USS Formwork supported concrete structure delivery at 53 Regent Street, a single-building development comprising 13 levels and two basement levels. The photographed works show the project progressing from deep excavation and basement formation through slab reinforcement, deck formwork and concrete placement.",[],"Kogarah, NSW",[807,808,961,810],"USS Formwork's scope covered formwork and concrete structure activities across the basement and upper levels, including slab decks, vertical elements, temporary support and coordination around reinforcement and concrete placement.",[813],{"title":1032,"description":1033,"ogImage":14,"noIndex":22,"canonical":14},"53 Regent Street Kogarah Project","A 13-level, two-basement formwork and concrete structure project delivered with Landmark at 53 Regent Street, Kogarah.",[818,819,820,821],"53 Regent Street","53-regent-st-kograh","2023-03-29","projects\u002F53-regent-st-kograh","Single 13-level concrete structure with two basement levels and a source-recorded area of 20,900 m².","Thirteen-level concrete structure over two basement levels in Kogarah.","\u002Fmedia\u002Fprojects\u002Fkograh-53\u002Fkograh-53 (1).mp4","\u002Fmedia\u002Fprojects\u002Fkograh-53\u002Fkograh-53 (1).webp","53 Regent Street Kogarah project site video","vY7cxVD1VwrWVQaenb9KNeVnWJyv8ru0tu_-Ih9ukPc",{"id":1046,"title":1047,"approach":1048,"basementLevels":698,"builder":1049,"buildingCount":749,"cardImage":1050,"cardImageAlt":1051,"categories":1052,"challenge":1053,"client":1049,"clientLogo":14,"completionDate":1054,"developer":1049,"extension":10,"featured":22,"floorArea":14,"formworkSystems":1055,"gallery":1056,"heroImage":1050,"heroImageAlt":1051,"keyFacts":1077,"location":1047,"materialsSystems":1078,"meta":1080,"numberOfLevels":1020,"otherFacts":1081,"outcome":1084,"overallProgressPercent":945,"overview":1085,"progressItems":1086,"progressLabel":14,"progressLastUpdated":14,"projectStatus":804,"published":57,"region":1027,"scopeItems":1087,"scopeSummary":1089,"sectors":1090,"seo":1091,"serviceIds":1094,"shortTitle":1095,"slug":1096,"sortOrder":77,"startDate":1097,"stem":1098,"structureDescription":1099,"subtitle":1040,"summary":1093,"testimonialId":14,"video":14,"videoPoster":14,"videoTitle":14,"__hash__":1100},"projects\u002Fprojects\u002F58-regent-st-kograh.yml","58 Regent Street Kogarah","Temporary support, deck formwork, vertical elements and stair construction were staged with reinforcement and concrete activities to support the structural sequence through the basement and upper levels.","HYZ","\u002Fmedia\u002Fprojects\u002Fkograh-58\u002Fkograh-58-hero.jpeg","Concrete slab and reinforced walls under construction with formwork and site crew in a basement.",[738,755],"The deep basement excavation and adjoining occupied properties required formwork, access and concrete works to be coordinated within a constrained urban site.","2022-09-01",[760,761,990],[1057,1060,1063,1065,1068,1071,1074],{"image":1058,"alt":1059,"sortOrder":61},"\u002Fmedia\u002Fprojects\u002Fkograh-58\u002Fkograh-58-sub-hero.jpeg","Basement walls, core elements and shoring prepared for the next suspended slab.",{"image":1061,"alt":1062,"sortOrder":65},"\u002Fmedia\u002Fprojects\u002Fkograh-58\u002Fkograh-58 (2).jpg","Workers installing black deck formwork at the base of a deep concrete-walled excavation.",{"image":1064,"alt":1062,"sortOrder":69},"\u002Fmedia\u002Fprojects\u002Fkograh-58\u002Fkograh-58 (3).jpg",{"image":1066,"alt":1067,"sortOrder":73},"\u002Fmedia\u002Fprojects\u002Fkograh-58\u002Fkograh-58 (4).jpg","Worker standing on timber stair formwork as concrete is placed into the steps.",{"image":1069,"alt":1070,"sortOrder":77},"\u002Fmedia\u002Fprojects\u002Fkograh-58\u002Fkograh-58 (5).jpg","Basement slab formwork and shoring arranged around a tower crane.",{"image":1072,"alt":1073,"sortOrder":81},"\u002Fmedia\u002Fprojects\u002Fkograh-58\u002Fkograh-58 (6).jpg","Suspended slab formwork with plywood panels, timber bearers and shoring inside an excavation.",{"image":1075,"alt":1076,"sortOrder":85},"\u002Fmedia\u002Fprojects\u002Fkograh-58\u002Fkograh-58 (7).jpg","Aerial view of deck formwork and shoring progressing around a tower crane.",[],[792,1018,1079],"Reinforced concrete stairs",{},[1082],{"label":798,"value":1083},"27,251 m²","The project reached recorded completion in September 2022 after the basement and upper-level concrete structure works.","USS Formwork supported concrete structure delivery at 58 Regent Street, a single-building development comprising 13 levels and two basement levels. The photographed works show basement walls, core elements, slab formwork, stair construction and progressive concrete placement within the excavated site.",[],[807,808,961,1088,810],"Stair formwork","USS Formwork's scope covered formwork and concrete structure activities across the basement and upper levels, including slab decks, vertical elements, stairs, temporary support and coordination around reinforcement and concrete placement.",[813],{"title":1092,"description":1093,"ogImage":14,"noIndex":22,"canonical":14},"58 Regent Street Kogarah Project","A 13-level, two-basement formwork and concrete structure project delivered with HYZ at 58 Regent Street, Kogarah.",[818,819,820,821],"58 Regent Street","58-regent-st-kograh","2022-03-21","projects\u002F58-regent-st-kograh","Single 13-level concrete structure with two basement levels and a source-recorded area of 27,251 m².","R4BaswWdrcu_GNvhYi7EAqLyQGcMxETxDVrRnVNvup8",{"id":1102,"title":1103,"approach":1104,"basementLevels":749,"builder":1105,"buildingCount":749,"cardImage":1106,"cardImageAlt":1107,"categories":1108,"challenge":1109,"client":1105,"clientLogo":14,"completionDate":1110,"developer":1105,"extension":10,"featured":22,"floorArea":1111,"formworkSystems":1112,"gallery":1113,"heroImage":1122,"heroImageAlt":1116,"keyFacts":1123,"location":1124,"materialsSystems":1125,"meta":1127,"numberOfLevels":698,"otherFacts":1128,"outcome":1131,"overallProgressPercent":801,"overview":1132,"progressItems":1133,"progressLabel":14,"progressLastUpdated":14,"projectStatus":804,"published":57,"region":1134,"scopeItems":1135,"scopeSummary":1136,"sectors":1137,"seo":1139,"serviceIds":1142,"shortTitle":1143,"slug":1144,"sortOrder":81,"startDate":1145,"stem":1146,"structureDescription":1147,"subtitle":1148,"summary":1141,"testimonialId":14,"video":14,"videoPoster":14,"videoTitle":14,"__hash__":1149},"projects\u002Fprojects\u002Fbehbuild.yml","18 Jeanette Street East Ryde","Slab and edge formwork was coordinated with reinforcement and concrete placement in practical stages suited to the compact site and low-rise structure.","BehBuild","\u002Fmedia\u002Fprojects\u002Fbehbuild\u002Fcard.webp","Concrete slabs, starter bars and materials arranged across the project site.",[738,755],"The compact residential site required materials, reinforcement, formwork and concrete operations to be sequenced within a limited working area.","2025-06-15","1100",[760,761,762],[1114,1117,1119],{"image":1115,"alt":1116,"caption":14,"sortOrder":61},"\u002Fmedia\u002Fprojects\u002Fbehbuild\u002Fgallery-01.webp","Reinforcement mesh and edge formwork prepared across a concrete deck.",{"image":1118,"alt":1107,"caption":14,"sortOrder":65},"\u002Fmedia\u002Fprojects\u002Fbehbuild\u002Fgallery-02.webp",{"image":1120,"alt":1121,"caption":14,"sortOrder":69},"\u002Fmedia\u002Fprojects\u002Fbehbuild\u002Fgallery-03.webp","Timber bearers and shoring arranged for suspended slab formwork.","\u002Fmedia\u002Fprojects\u002Fbehbuild\u002Fhero.webp",[],"18 Jeanette St East Ryde",[792,1126],"Reinforcement mesh and starter bars",{},[1129],{"label":798,"value":1130},"1,100 m²","The recorded concrete structure works reached completion in June 2025.","USS Formwork worked with BehBuild on the reinforced concrete structure at 18 Jeanette Street. The project comprised two levels over one basement, with slab reinforcement, edge formwork and concrete placement coordinated across a compact residential site.",[],"East Ryde, NSW",[807,808,762,810],"USS Formwork's scope covered basement and suspended slab formwork, slab edges, temporary support and coordination with reinforcement and concrete placement.",[1138],"Residential",{"title":1140,"description":1141,"ogImage":14,"noIndex":22,"canonical":14},"18 Jeanette Street East Ryde Project","A two-level residential concrete structure over one basement level, delivered with BehBuild at 18 Jeanette Street, East Ryde.",[818,819,820],"East Ryde","18-jeanette-st-east-ryde","2025-04-16","projects\u002Fbehbuild","Two-level reinforced concrete structure over one basement level.","Low-rise reinforced concrete structure delivered with BehBuild in East Ryde.","xaVLCbPuRlXKNsLZ7k8Sj8HKVreDwX9b3_P2c4RtrX4",{"id":1151,"title":1152,"approach":1153,"basementLevels":749,"builder":1154,"buildingCount":698,"cardImage":14,"cardImageAlt":14,"categories":1155,"challenge":1156,"client":1154,"clientLogo":14,"completionDate":1157,"developer":14,"extension":10,"featured":22,"floorArea":14,"formworkSystems":1158,"gallery":1159,"heroImage":14,"heroImageAlt":14,"keyFacts":1160,"location":1161,"materialsSystems":1162,"meta":1163,"numberOfLevels":1164,"otherFacts":1165,"outcome":1168,"overallProgressPercent":801,"overview":1169,"progressItems":1170,"progressLabel":14,"progressLastUpdated":14,"projectStatus":804,"published":57,"region":1171,"scopeItems":1172,"scopeSummary":1175,"sectors":1176,"seo":1177,"serviceIds":1180,"shortTitle":1181,"slug":1182,"sortOrder":787,"startDate":1183,"stem":1184,"structureDescription":1185,"subtitle":1186,"summary":1187,"testimonialId":14,"video":14,"videoPoster":14,"videoTitle":14,"__hash__":1188},"projects\u002Fprojects\u002F37-reis-st-tallawong.yml","37 Reis Street Tallawong","The work was planned by building and level so formwork, reinforcement and concrete activities could progress in a coordinated sequence with JASARA and the wider project team.","JASARA",[738,755],"Coordinating the structural sequence across two buildings required clear planning of work areas, formwork cycles and interfaces between basement and upper-level construction.","2023-09-21",[],[],[],"37 Reis St Tallawong",[],{},6,[1166],{"label":798,"value":1167},"18,177 m²","The recorded project programme reached completion in September 2023 after delivery across the two-building structure.","USS Formwork supported concrete structure delivery at 37 Reis Street, working across two buildings, six levels and one basement level. The project was delivered for JASARA between March and September 2023, with formwork activities coordinated around the structural sequence and site programme.",[],"Tallawong, NSW",[1173,808,1174],"Basement-level formwork","Vertical concrete elements","USS Formwork's scope focused on formwork and concrete structure delivery across the basement and upper levels, coordinated with JASARA and the wider site team.",[813],{"title":1178,"description":1179,"ogImage":14,"noIndex":22,"canonical":14},"37 Reis Street Tallawong Project","A two-building, six-level formwork and concrete structure project delivered with JASARA at 37 Reis Street, Tallawong.",[818,819,820,821],"Tallawong","37-reis-st-tallawong","2023-03-27","projects\u002F37-reis-st-tallawong","Two six-level buildings with one basement level and a source-recorded area of 18,177 m².","Two-building concrete structure delivered for JASARA in Tallawong.","A two-building, six-level project in Tallawong with one basement level and a source-recorded area of 18,177 m².","9SLgFaHREW1cKU9_trD92iB950U7XZZoGbOvMNgOhDw",{"left":56,"top":56,"width":195,"height":195,"rotate":56,"vFlip":22,"hFlip":22,"body":1190},"\u003Cpath fill=\"none\" stroke=\"currentColor\" stroke-linecap=\"round\" stroke-linejoin=\"round\" stroke-width=\"2\" d=\"m12 19l-7-7l7-7m7 7H5\"\u002F>",1789649363555]