Concrete VOLUME 61 ISSUE 1 - CONCRETE INDUSTRY ON TRACK TO MEET 2030 EMISSIONS REDUCTION TARGET
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concrete VOLUME 61 ISSUE 1 CONCRETE INDUSTRY ON CONCRETE ROAD PAVEMENTS TRACK TO MEET 2030 EMISSIONS COULD HOLD THE KEY TO NZ’S REDUCTION TARGET DURABILITY ISSUES
THE MAGAZINE OF CONCRETE NZ concrete UPFRONT MAGAZINE Editor/Advertising: ACCOUNT FOR Adam Leach CARBON OVER +64 4 915 0383 adam@concretenz.org.nz A BUILDING’S Subscriptions: WHOLE-OF-LIFE Angelique Van Schaik +64 4 499 8820 admin@concretenz.org.nz While New Zealand looks to recover from the effects of COVID-19, it must also remain focussed on emissions reduction, a key aspect concrete is published quarterly of which will be adopting a whole-of-life approach to determining by Concrete NZ the environmental impact of construction. PO Box 448 Recovery from the pandemic is the absolute priority, not just for the Level 4, 70 The Terrace building and construction sector, but for all New Zealand. Wellington NEW ZEALAND Government stimulus through fast-tracked, large-scale projects, and plans to address deferred maintenance in schools, hospitals, Tel: +64 4 499 8820 is required to create jobs and help New Zealand emerge Email: admin@concretenz.org.nz Website: www.concretenz.org.nz from recession. At the same time however, another national priority is to remain ISSN: 1174-8540 on-track to meet our part in reducing emissions under the ISSN: 1174-9374 (online) Paris Agreement. Disclaimer: The views expressed in concrete A crucial mechanism to ensure net zero carbon is achieved by are not necessarily those of the Concrete NZ. 2050 will be climate change regulations across all sectors, including While the information contained in the magazine is printed in good faith, its contents building and construction. are not intended to replace the services of professional consultants on particular While the Climate Change Response (Zero Carbon) Amendment Act projects. The Association accepts no legal offers a defined, long-term, emissions target, with an assured responsibility of any kind for the correctness framework for managing the transition to a low-emissions future, of the contents of this magazine, including advertisements. decisions must be evidence-based and deliver pragmatic results. © Copyright 2020 Concrete NZ It was therefore, concerning to hear Urban Development Minister, Phil Twyford, announce that Government procurement rules now Advertorial require departments constructing new buildings to select materials (and processes) with the lowest ‘upfront’ carbon emissions. While the concrete industry acknowledges that the built environment, including infrastructure, is a significant contributor to New Zealand’s emissions, the most appropriate way to compare the environmental impact of buildings is a ‘cradle-to-cradle’ (not ‘cradle- to-gate’) Life-Cycle Assessment (LCA). An LCA from a recognised provider uses robust science and independent data to assess a building’s impact across its entire life cycle. Such a methodology considers the product, construction, use, end-of-life and recycling / recovery / reuse stages. As with the new Government procurement rules, the Ministry of Business, Innovation and Employment’s (MBIE) Building for Climate Cover images: The sustainability properties of concrete in use. 2 concrete VOLUME 61 ISSUE 1
Change programme appears to have adopted an failures on the Kapiti and Waikato Expressways upfront approach to assessing embodied carbon. emphasised the need for procurement and construction to provide quality and productive MBIE’s Whole-of-life embodied carbon emissions outputs. reduction framework, which seeks to improve the operational efficiency of buildings by reducing In targeting net zero carbon by 2050 New Zealand emissions, reducing water use and improving must learn the lessons of recent decades when occupant health and wellbeing, is proposing rapid reform led to unintended consequences an LCA approach that stops at the gate not such as the weathertightness debacle, the costs the grave. of which will have to be met by generations to come. We acknowledge that extensive consultation, including with industry, is being undertaken by Rob Gaimster MBIE, and look forward to collaborating in the Concrete NZ, Chief Executive development of a sustainable final framework. At the same time, Concrete NZ will continue to advocate for a whole-of-life approach with Waka Kotahi NZ Transport Agency (NZTA), which has just formed a partnership with the Infrastructure Sustainability Council of Australia (ISCA) to deliver sustainable outcomes. We encourage the partnership to consider the whole-of-life, cost effective case for concrete road pavements, particularly as a review of pavement Xypex‘s performance-based solutions are proven for Concrete Durability and Waterproofing through Independent Testing. Extend service life of civil & commercial infrastructure. Reduce repairs and future maintenance costs. Protecting reinforcing steel, quickly self-healing, tolerating extreme hydrostatic pressure. Proven in NZ since 1997. Make the best long-term sustainable investment for your concrete assets. Call 07 575 5410 or visit: www.demden.co.nz Concrete solutions VOLUME 61 ISSUE 1 concrete 3
FEEDBACK SOUGHT ON TECHNICAL SPECIFICATION FOR CONCRETE FLOOR SURFACE REGULARITY CONCRETE NZ IS SEEKING FEEDBACK ON ITS DRAFT TECHNICAL SPECIFICATION 01:2020 SURFACE REGULARITY REQUIREMENTS FOR CONCRETE FLOORS. The technical specification provides surface requirements currently provided in NZS 3109 regularity requirements for internal concrete Concrete construction and NZS 3114 Specification floors that are either supported by the ground or for concrete surface finishes. are suspended. Copies of the draft Technical specification 01:2020 The technical specification’s provisions can apply Surface regularity requirements for concrete floors to a range of building uses including industrial, can be downloaded from the Concrete NZ warehousing, institutional, retail, commercial, website - www.concretenz.org.nz office and accommodation, where different You can submit your feedback by e-mailing tolerances are required for the specific use (e.g. admin@concretenz.org.nz high reach forklifts) and/or take account of final floor finishes that may be applied (e.g. tiles). The closing date for providing feedback is 30 October 2020. Guidance on methods for measuring surface regularity is also provided. The requirements in the technical specification modify and/or supersede surface regularity 4 concrete VOLUME 61 ISSUE 1
PRECAST CONCRETE Justin Bragg Concrete NZ Precast PANEL LIFTING ANCHORS - Sector Group DO NOT TAKE SHORTCUTS THOSE WHO WORK WITH PRECAST PANELS ARE BEING WARNED BY CONCRETE NZ AND WORKSAFE TO ENSURE THEY MEET INDUSTRY STANDARDS FOLLOWING A SERIOUS NEAR-MISS INCIDENT. In December 2019, a precast concrete panel “It is critical that the material of the installed which weighed 20 tonnes was being lifted at an anchors meet the requirements of specified Auckland construction site when the cast-in lifting industry Standards. Anchors and the lifting anchor failed and the panel fell. While no one was clutches should both be made of an appropriate injured the risk of serious injury was high. ductile material to avoid brittle failure.” Following the incident WorkSafe carried out Justin is confident that Precast Sector Group testing which confirmed the failed lifting anchor members are well aware of the risks and source was made from a brittle material and therefore lifting anchors from reputable suppliers, but is should not have been used. The lifting anchors reminding non-members of the risks around had been self-imported by the manufacturer. purchasing a non-compliant product. WorkSafe’s Principal Engineer, Stuart Wright said “The risks of this are potentially increased when WorkSafe engaged with the manufacturer of the sourcing offshore products where the quality precast panels to determine if any other panels and testing regimes may not meet the specified existed with the same brittle lifting anchor. requirements. We are reminding everyone to “WorkSafe is satisfied all panels containing keep in mind that when self-importing products anchors from the same batch as the failed anchor additional testing may be required to ensure the have already been erected or positioned without product conforms to New Zealand requirements.” further incident. The manufacturer of the precast Further guidance on the roles and responsibilities panels has voluntarily surrendered to WorkSafe, for the safe handling, transportation and erection all of the unused lifting anchors that were of precast concrete elements can be found in the supplied in the same batch.” WorkSafe document Safe work with Justin Bragg, of the Concrete NZ Precast Sector precast concrete: Handling, transportation and Group, said the design and installation of lifting erection of precast anchors should only be carried out by those concrete elements - with experience. www.worksafe.govt.nz VOLUME 61 ISSUE 1 concrete 5
CONCRETE PUMPING Richard Sands Concrete NZ Readymix HEALTH & SAFETY Sector Group Chair GUIDANCE UPDATED THE CONCRETE NZ READYMIX SECTOR GROUP HAS ISSUED AN UPDATED SAFETY ALERT: BLOW-BACK & PUMP-BACK1 DOCUMENT, THAT URGES ITS READY MIXED CONCRETE PRODUCER MEMBERS TO NO LONGER ACCEPT BLOW AND PUMP BACK FROM CONCRETE PUMPS. Richard Sands, Chair of the Readymix Sector pumping equipment and the environment this Group, believes the procedure poses significant equipment is used in.” health & safety hazards for all those involved and “Health & safety vigilance needs to be should not be undertaken. maintained across the supply, acquisition, “Blow and pump back entails moving residual disposal, inspection, concrete from the line or boom pump back into maintenance, registration and safe the truck mixer bowl under pressure, and can be operation of all types very dangerous.” of concrete pumps Concrete NZ is advising against the practice of and associated accepting blow and pump-back from all line and placing equipment boom concrete pumps due to the potential risks used in pumping or involved,” says Richard. spraying concrete.” 1. The Safety Alert - Blow- The Readymix Sector Group also strongly Back & Pump-Back can encourages those involved in concrete pumping be downloaded from the Concrete NZ website – to adhere to the Ministry of Business, Innovation www.concretenz.org.nz and Employment’s (MBIE) Concrete Pumping Health 2. The Concrete Pumping and Safety Guidelines2. Health and Safety Guidelines can be downloaded from the “This Guide provides practical advice about the WorkSafe NZ website – safe operation and maintenance of concrete www.worksafe.govt.nz 6 concrete VOLUME 61 ISSUE 1
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CONCRETE MASONRY SITE PRACTICE AND WORKMANSHIP GUIDE PUBLISHED THE MASONRY SECTOR GROUP HAS PUBLISHED A CONCRETE MASONRY - SITE PRACTICE AND WORKMANSHIP GUIDE TO HELP DEVELOP COMPETENCY Ralf Kessel Concrete NZ Masonry LEVELS ACROSS THE MASONRY TRADES. Sector Group Convenor “This Guide is intended for use by all members of has a consistent appearance and the building team, including site supervisors and needs little or no maintenance during its design brick and block layers,” says Concrete NZ architect life,” says Ralf. and Masonry Sector Group convenor Ralf Kessel. “Units, mortar, grout, rebar and other ancillary The Concrete masonry - Site practice and components such as beams and columns must workmanship guide: also be designed and specified in accordance with the New Zealand Building Code and relevant • covers the key points for preparing and Standards.” carrying out masonry work onsite, • includes extracts from relevant Standards and The Concrete masonry - Site practice and Codes of Practice for easy reference; and workmanship guide can be downloaded from the Concrete NZ website – • provides a handy action checklist. www.concretenz.org.nz “High levels of workmanship and site practice should result in durable brick and blockwork that
MISSED THE SEMINARS? TRY WEBINARS THE WRECKAGE FROM COVID-19’S SLIPSTREAM INCLUDES THE DISRUPTION OF THE SOCIETY’S SEMINAR PROGRAMME – THE FIRST EVENT WON’T TAKE PLACE UNTIL LATER THIS YEAR. But members may be interested in the pair of webinars we have created from two seminars SEM held last year – particularly if you were not able INAR SERI ES 2 019 to make those events. If we can take anything ASSESS M BUILDI ENT OF EXIST ‘positive’ from the virus, it is the proof that NGS US I ING TH NG CONCRET webinars are an effective way of reaching people C5 GUI E REVIS – even in extraordinary circumstances. DELINE E S ED The two webinars are Strut & Tie (held in Presen ted by Concret e NZ – September last year), and Assessment of existing Learned Society concrete buildings using the revised C5 guidelines, WHY Y O SHOUL U & YOUR EM held in June. D ATTE ND TH PLOYE The “t IS SEM ES • Def EngiREVISED C5 GUIDELINES SEMINAR echnic ormatio neerin al prop osal” to INAR geomet n capa ric effec city of colum during g Ass essmen revi se Part ts ns • Colu , includi STRUT & TIE SEMINAR late 20 t Guide C5 of th mn shea ng mem prone’ 18 for lines w e • Def r streng ber update The Assessment of existing concrete buildings assess was th m en e resu use du ts of co nc ri ng rete bu ‘n on-ear as rele th qu as ake- ed • Loss ormatio of gr n capa avity su th city of w al ls, including of effor co Always a well-attended seminar, the Strut & ild nn pp using the revised C5 guidelines seminar explores t to in lt of mor in gs. This ec tions, an or t fo lateral bu to Part troduc e state- e than 12 mon • Elem d walls r columns, sla ckling C5 base ents co b-colum ongoin d on in of-the ths • Elem ntaining n -art kn plain ro Tie method of analysis and design is a unified g local ternat ents whe a simpler and more comprehensive means of resear ional gu owledg und re ch. idance e crac k re de format in forcem The revis and ion conc ent ed guid • Asse entrates compr ance pr ssing di at a sin approach that considers all load effects (M, N, V, T) ovides assessing existing concrete buildings prevalent ehensiv a simpl aphrag gle buildin e means er and ms cont gs, whi of asse m aining m ch are ssing ex ore OTHER esh rein buildin prevalen isting co BENEF forcem g stock. simultaneously. It has evolved as one of the most t ncrete ITS ent throughout New Zealand. assess Th e revised am on gst New • Valuab ment of guidelin Zealan le reso previous elemen es prov d’s • Know urce th ly cove ts and ide for rough behavio ledg the sem useful design methods for shear critical structures. with go eable experie realism red by ur type inar no of prov Part C5 s no od nced sp tes isions fo , as well t presen The revised Guidelines were released in late 2018 n skills eakers capacit r as as im • Th ta tio y. The re sessing proving e oppo simplifi vised gu shear an the rtunity ed met idance d deform to netw hod for al so inco ation or k with The method relies on a first-principles approach This se the up minar dated as and was developed through the combination of will pres assess ent a th ing som rporates e diaphr agms. a WHO SH Designe OULD ATTEN D industry peers orough rs, Loca to explain how forces are transmitted through sessmen international guidance and local research. backgr t guidel ov erview Project l Author ound to of M iti es and illu key prov in es, desc an agers, , Consul isions of ribe th Graduat tin exampl strate us e of th the revis e e Engine g Engineers, reinforced concrete and is particularly effective on illust e scen arios. Pa ese prov isions by ed guid ance, INVES TMEN T DETA ers. The seminar/webinar was (is) presented rating ho rticular applicat w the gu emphas ion to • CNZ- ILS observ is will be LS mem when trying to explain the complex actions ed in pa idelines placed bers $4 st earthq accoun • Non 50 (GST uakes t for be CNZ-LS by Professor Ken Elwood (the MBIE Chair and labo haviour membe exclusive ratory s person rs $550 ) per pe (includ rson occurring in diaphragms, deep beams, prestressed THIS SE testing. es com (GST ex MINAR until 30 plimen clusive • Ove WILL CO June 20 ta ) per in Earthquake Engineering and Director of 20) ry CNZ-LS rall asse VER membe • Mat ssmen SEMIN rship members, and members with penetrations. erial pr t philoso A R FEES opertie phy INCLU • Appr s and de • Tea QuakeCoRE: New Zealand’s Centre of Research oaches an DE to dete tailing • Lunc d coffee on rmining h arrival deform • Afte ation ca rn • Com oon tea Though the Strut & Tie procedure is detailed Excellence for Earthquake Resilience), and Nicholas pacity: prehen sive se minar notes within NZS 3101 Concrete structures standard, it has Brooke, Principal at Compusoft Engineering and not (until recently) been widely covered during Learned Society President. structural engineering courses. SEMINAR COSTS The seminar (webinar) was (is) presented by Des Bull (a Technical Director of Holmes Consulting The Strut & Tie webinar comprises four sessions Group LP), and Rick Henry (senior lecturer in priced at $160+GST. The C5 webinar comprises the Department of Civil and Environmental six sessions priced at $240+GST. Once Engineering at the University of Auckland). purchased, they are available to view for seven days (Note: the webinars must be viewed on-line IES 201 9 – they cannot be downloaded – and they must be SER SEM I NAR accessed before the seven-day window expires. TIE They can, however, be viewed T & session-by-session at STRU different times (to suit viewers’ schedules) within the seven-day window). ed So ciety The webinars can be accessed at – Learn ncre te NZ OVER d tie rut an complex www.avpeople.co.nz/concretenz by Co ILL C ry of st r e s e nted M IN AR W si c theo d to desig n P S E e b a se Dr Nicholas Brooke, Concrete NZ THIS ding th n be u al erstan nd how it ca ctures. practic S OYEE U n d le nd a P L • lling a mode of concrete stru mple, reliab f concrete Learned Society President UR E M INAR region s ablish in g si rent ty p e s o & YO THIS SEM of est els for diffe YOU ncepts od WHY D ATTEND • Co t and tie m l to ry too ilures s is st ru xp lanato cluding fa U L a n aly bers . s an e ce in SHO f m e a a n h o d o t h at m e t and ti p erfo rm e t ac h f st ru e d A Tie m serv o appro • Use erstand ob ures. pendix trut & a unified , N, V , T) und struct liant w ith Ap VOLUME 61 ISSUE 1 concrete 9 The S n is c ts (M s in con crete esign comp al desi gn e s ig ff e a d lved re ad e e and d ti e fo r t and e r s all lo d h a s evo e t h ods • StruNZS 3101. o f strut and ti consid an nm se of f the u ously l desig ples o
BCITO CEO WARWICK QUINN APPOINTED NZ INSTITUTE OF SKILLS & TECHNOLOGY (NZIST) DEPUTY CHIEF EXECUTIVE BCITO CHAIR, MIKE KING, RECENTLY ANNOUNCED THAT CEO WARWICK QUINN HAS BEEN APPOINTED NZIST DEPUTY CHIEF EXECUTIVE, EMPLOYER JOURNEY AND EXPERIENCE. QUINN WILL TAKE UP THE NEW ROLE IN NOVEMBER 2020. In announcing Mr Quinn’s departure, Mr King said, “While we are disappointed that Warwick is moving on from BCITO, we look forward to continuing to work closely with him in his new capacity. Warwick’s deep knowledge of vocational education and on-job learning along with his energy and huge drive to make it the best it can be, have contributed immensely to BCITO’s success and will continue to be of enormous value to the industry.” In accepting the role Mr Quinn said, “Vocational education is something I care passionately about, so this is an opportunity I could not refuse. At BCITO we’ve developed a robust on-job training system that works efficiently and is tailored to the needs of the individual industry sectors under our coverage. I look forward to continuing to work closely with employers across a range of sectors to ensure we deliver great training outcomes for New Zealand.” Mr King commented that it has never been more important to have a strong, unified, and sustainable system for vocational education. He said, “We need to do everything we can to retain apprentices and trainees in the system, so we don’t waste their learning and we have a capable workforce ready to support the recovery.” BCITO has just over 14,000 active trainees and apprentices. Apprenticeship sign-ups reached an all-time high in July, and this trend has continued into August. Last year, building and construction was New Zealand’s third largest sector, directly contributing $19 billion to the country’s GDP. Warwick Quinn, Chief Mr King commented that BCITO has a strong Executive Officer, BCITO leadership team in place, “I have complete faith and confidence in the BCITO leadership team. They are well-positioned to pick up from Warwick The BCITO Board has appointed Greg Durkin as in the interim and lead BCITO forward as we move Interim Chief Executive until a permanent candidate into the new RoVE environment,” he said. is secured. 10 concrete VOLUME 61 ISSUE 1
CONFERENCE 2021 14-16 OCTOBER 2021 ENERGY EVENTS CENTRE ROTORUA
FEEDBACK RECEIVED ON FUTURE OPTIONS FOR CONCRETE STANDARDS Dave McGuigan, Concrete NZ Technical Director THE PREVIOUS ISSUE OF CONCRETE MAGAZINE OUTLINED WHY IT IS TIME TO CONSIDER A MORE STREAMLINED FRAMEWORK FOR THE SUITE OF STRUCTURAL DESIGN STANDARDS. In particular, the options proposed in my 2019 to around four which would cover design, Concrete NZ conference paper - The building production, concrete materials, and construction code system and a future direction for Standards Of the twenty plus current New Zealand that support the NZ concrete industry, should be Standards for concrete the three considered to considered. be most in need of updating were: In early 2020, Concrete NZ conducted an online • NZS 3109:1997 Concrete construction survey seeking its members’ feedback on options • NZS 3101:2006 Concrete structures to rationalise, maintain and fund the current • NZS 3114:1987 Specification for concrete collection of Standards, as well as potentially surface finishes adopt international Standards. It must be noted that NZS 3104:2003 Specification The survey findings provided some interesting for concrete production is currently under review, and useful responses, the key elements of which with a 2020 version expected to be published are outlined here. shortly. RATIONALISE STANDARDS MAINTAINING STANDARDS The survey indicated strong support (90 The survey also revealed overwhelming support percent) for rationalising the current framework for the establishment of ‘Standing Committees’ of concrete Standards, reducing the number (94 percent). 12 concrete VOLUME 61 ISSUE 1
This was seen as a way to provide more consistent Zealand Building Code and the wider building monitoring of the maintenance and development regulatory system. needs of Standards, facilitate succession planning Survey respondents also signalled their belief that and better inform the ongoing research needs to secondary funding should come from industry, as support Standards revisions. has been the case with New Zealand ready mixed Most survey respondents had not been on concrete producers funding – through Concrete a Standards Committee (79 percent), with NZ - the review of NZS 3104. some respondents expressing the view that Other themes expressed from survey participants the Standards development process required included the requirement for more regular improvement and that Standards committees updates of Standards, and that the documents need to be more balanced and have ‘relevant’ themselves be simplified to make them more user representatives. friendly and enable compliance to be more easily The belief that committee members should be demonstrated. compensated for their time also came through clearly in the responses. MOVING FORWARD Next steps may include widening the survey INTERNATIONAL STANDARDS audience to seek feedback from other groups, The survey asked participants if they favoured such as members of the Structural Engineering maintaining existing New Zealand Standards Society of New Zealand (SESOC), a key user group versus adopting international design Standards, of structural design Standards. with opinion divided equally. The direction of the Ministry of Business, Of those that supported adopting international Innovation and Employment’s (MBIE) Building Standards preference was spread between System Performance branch to implement a long- American Concrete Institute (ACI) and Eurocode term Standards development programme will also documents, with a lower level of support for be clarified. developing joint AS/NZS Standards. This will help broaden discussion, inform decision making and ultimately set the future direction that FUNDING STANDARDS the construction sector, in partnership with MBIE The survey indicated that the funding for the as the building regulator, will take to safe guard development of Standards should come primarily these important documents that help achieve from Government and/or the Building Levy, consistent outcomes for the built environment. respecting that Standards support the New VOLUME 61 ISSUE 1 concrete 13
The upgrade and extension of 133 Molesworth Street in Wellington showcases many of concrete’s sustainable attributes. CONCRETE INDUSTRY ON TRACK TO MEET EMISSIONS REDUCTION TARGET Rob Gaimster, Chief Executive, Concrete NZ THE NEW ZEALAND CONCRETE INDUSTRY IS HALFWAY TOWARDS MEETING ITS TARGET OF A 30 PERCENT REDUCTION IN CARBON DIOXIDE EMISSIONS BY 2030, AND IS FULLY COMMITTED TO BECOMING NET CARBON NEUTRAL BY THE GOVERNMENT’S TARGET DATE OF 2050. A recent review by independent sustainability The emissions reduction occurred against a 13 consultancy thinkstep, found the New Zealand percent increase in demand, which demonstrates concrete industry is well placed to meet how committed we are to sustainability. climate change commitments the New Zealand government signed up to under the Paris We are pleased that our initiatives to reduce Agreement. cement’s carbon footprint have avoided about 400,000 tonnes of carbon dioxide emissions in The independent review confirmed that the 2018 alone. New Zealand concrete industry has reduced its emissions from cement by 15 percent between The reduction in emissions has been achieved 2005 and 2018. through a range of measures, including the use 14 concrete VOLUME 61 ISSUE 1
Concrete is critical to wastewater management as demonstrated by the recent BNR upgrade of Mangere Wastewater Treatment Plant. Shredded vehicle tyres will soon be used at Wood waste (biomass) at Golden Bay Cement’s Portland works is used as a partial replacement for Golden Bay Cement’s Portland works as a coal as kiln fuel. partial replacement for coal as kiln fuel. of waste products such as wood biomass to fuel foundations, we receive healthcare in hospitals cement kilns. built from concrete, and many of us work in Concrete NZ’s Sustainability Committee has concrete buildings. met Climate Change Minister Hon James Shaw Concrete also underpins our water and sewerage and Dr Rod Carr (Chair of the Climate Change systems and will be crucial in the development of Commission) to share the thinkstep results and low energy infrastructure that includes electricity discuss how concrete is part of the transition to a generation and public transport. net zero carbon New Zealand by 2050. As we adapt to climate change and our planet A game-changer for the industry here in New warms, concrete will offer protection against fire Zealand is that we have available naturally and floods, while its mass will help regulate the occurring minerals that can be used to replace a internal temperature of buildings to reduce our percentage of cement clinker, which is the main reliance on energy intensive air conditioning. ingredient of concrete production associated with carbon dioxide emissions. The environmental benefits of concrete are significant. Concrete structures act as carbon Waste from other industries are also being used sinks, they can also be recycled, redesigned and to lower the cement clinker content in concrete repurposed. Concrete structures require little and help to significantly reduce concrete’s carbon footprint. maintenance, and don’t rot or burn. At the same time, moving to new technologies, Our industry knows how important concrete is such as more energy efficient equipment and to everyone’s future wellbeing. That’s why we’re vehicles to produce and transport concrete, is working so hard to reduce our carbon footprint part of our plan to be net carbon neutral by 2050. and maximise the benefits of concrete. Concrete is the second most consumed substance in the world after water and is central to supporting communities and economies around the world. Our kids walk to school on concrete footpaths, they learn in schools that rest on concrete VOLUME 61 ISSUE 1 concrete 15
FACTSHEET NZ CONCRETE INDUSTRY EMISSIONS REDUCTION The New Zealand concrete industry is halfway towards meeting its target of a 30 percent reduction in carbon dioxide emissions by 2030. Independent sustainability consultants - thinkstep - confirm that emissions from cement have been reduced by 15 percent between 2005 and 2018. NATIONAL reduction in CO2 reduction in CO2 from cement from concrete PER CAPITA reduction in CO2 from cement reduction in CO2 from concrete PER UNIT (PER TONNE) reduction in CO2 from cement reduction in CO2 from concrete 16 concrete VOLUME 61 ISSUE 1
Your building could be put to the ultimate test. So we do the same to our steel. At Pacific Steel, we put all our products through a rigorous testing regime. Our dedicated laboratory has full IANZ certification and we’re the only local manufacturer of reinforcing steel to have third party ACRS certification. So when we say our SEISMIC® reinforcing steel is tested to meet the AS/NZS 4671 standard, you can be sure it’s been put to the ultimate test. A steel bar about to be tested in one of five testing machines at our laboratory in Otahuhu. PAC0015CCT
Hunter Expressway, NSW, Australia. Images: CCAA A SUSTAINABLE CONCRETE ROADMAP FOR THE FUTURE CONCRETE ROAD PAVEMENTS ARE A COST-COMPETITIVE, DURABLE, SAFE AND SUSTAINABLE ALTERNATIVE TO ASPHALT ROAD PAVEMENTS. In New Zealand the case for concrete roads is As demonstrated by Infometrics in a recent now more compelling than ever. update to The Case for Concrete Roads report, the effect of these changes means that concrete Waka Kotahi NZ Transport Agency (NZTA) has roads are now potentially 29.4 percent less adjusted its assessment criteria for future expensive than asphalt alternatives. roading projects to favour durable materials, while at the same time evaluating the cause of Concrete roads typically have an extended recent pavement failures on the Waikato and service life, during which they require minimal Kapiti Expressways. maintenance. In contrast, asphalt roads demand regular repairs, more so as vehicle loads and Add to this, the fact that Government has made volumes increase, interrupting traffic flow and a commitment to huge infrastructure spending compromising safety. post-COVID-19 and to being zero carbon by 2050, and the scene is set for concrete roads to The greater price volatility of bitumen relative to play a significant role in ensuring a resilient and cement / concrete further tilts the economics in sustainable New Zealand. favour of concrete roads. ECONOMIC ADVANTAGES SAFER ROADS In early 2020 the NZTA increased the life cycle As asphalt roads require frequent maintenance, of roading tenders to 40-years, and reduced they may exist in a sub-standard state for a the discount rate (the time value preference of significant part of a 40-year life, which can impact money) to 6 percent. on driver comfort and safety. 18 concrete VOLUME 61 ISSUE 1
Concrete roads can be textured to provide skid carbon cement replacements such as fly ash, resistance and quietness. They reflect high levels slag and natural pozzolans (pumice), improving of light, especially street lighting, improving vehicle efficiency, and greater recycling and reuse driver visibility. of concrete. Another important safety consideration is that CIRCULAR ECONOMY as concrete roads require less maintenance, the exposure of roading crews to traffic hazards At the end of their long service-life, concrete is reduced. roads are recyclable. Once crushed, the concrete can be re-used in a range of applications, FUEL SAVINGS including as road base. Concrete roads are ‘rigid’, preventing heavy This avoids having to dump end-of-life concrete vehicles from deflecting the road surface and roading materials in landfills, meeting a creating the ‘rolling resistance’ experienced with New Zealand government objective of waste ‘flexible’ asphalt roads. minimisation. Research by the Massachusetts Institute of Technology in the United States indicated that the CONCRETE ROADMAP direct result is lower fuel costs per truck journey, As New Zealand moves forward, balancing the which could total about 0.5 percent of transport need for economic stimulus post COVID-19 with related emissions over 50 years - see pages 20-21. carbon zero aspirations, the benefits of concrete will come to the fore. LOWER CARBON FOOTPRINT The Government’s infrastructure investment The Cement Association of Canada1 commissioned package is welcomed as a means to kick-start the a study showing that the primary energy costs of economy in the wake of the pandemic. concrete roads over their lifetime are one-third that of asphalt roads. It is an opportunity to future proof our bult environment by taking advantage of concrete’s The difference in New Zealand will be less durability and cost-competitiveness. pronounced with our renewable electricity. However, this is still an important consideration, as At the same time, the concrete industry’s is the fact that concrete absorbs atmospheric CO2 ongoing commitment to decarbonise, will play over time, especially when crushed and recycled. an important role There is also the albedo effect, which sees light- in ensuring New coloured surfaces, such as concrete roads, reflect Zealand’s aim to be net solar radiation back into space, resulting in less carbon zero by 2050 heat and in turn less global warming. remains achievable. 1. Athena Sustainable Tenders for new roads are increasingly specifying Materials Institute for Cement a lower carbon footprint in construction, up to 30 Association of Canada, percent over a time period. Efforts the concrete A life cycle perspective on concrete and asphalt industry is making to reduce emissions will help in roadways: Embodied primary this endeavour. energy and global warming potential, Athena Sustainable Measures include replacing a proportion of the Materials Institute for Cement fossil fuels in cement kilns, introducing low- Association of Canada, 2006 VOLUME 61 ISSUE 1 concrete 19
STIFFER ROADWAYS COULD IMPROVE TRUCK FUEL EFFICIENCY David L. Chandler | MIT News Office STUDY FINDS SIMPLE CHANGES IN ROAD RESURFACING PRACTICES COULD IMPROVE GAS MILEAGE FOR HEAVY VEHICLES AND REDUCE GREENHOUSE GAS EMISSIONS. Every time you hear a deep rumble and feel your “When we as individuals walk on pavements, house shake when a big truck roars by, that’s they seem like perfectly rigid things. They’re not partly because the weight of heavy vehicles responding to us,” he says. “But for trucks, that causes a slight deflection in the road surface is not the case. There is enough of a deflection under them. It’s enough of a dip to make a in that surface that some amount of energy is difference to the trucks’ overall fuel efficiency. expended to overcome the little divot that you create as you drive along.” He likens it to the Now, a theoretical study by MIT researchers difference between walking on a hard surface suggests that small changes in roadway versus walking on sand, which takes more effort paving practices could reduce that efficiency because you sink in with each step. loss, potentially eliminating a half-percent of the total greenhouse gas emissions from the Looking to the future, Kirchain says that while transportation sector, at little to no cost. projections show a slight decline in passenger car travel over coming decades, they show an The findings are detailed in a paper in the journal increase in truck travel for freight delivery — the Transportation Research Record, by MIT postdoc kind where pavement deflection could be a factor Hessam Azarijafari, research scientist Jeremy in overall efficiency. Gregory, and principal research scientist in the Materials Research Laboratory Randolph Kirchain. There are several ways to make roadways stiffer, The study examined state-by-state data on climate the researchers say. One way is to add a very conditions, road lengths, materials properties, and small amount of synthetic fibers or carbon road usage, and modeled different scenarios for nanotubes to the mix when laying asphalt. Just pavement resurfacing practices. a tenth of a percent of the inexpensive material could dramatically improve its stiffness, they They found that that one key to improving say. Another way of increasing rigidity is simply mileage efficiency is to make pavements that are to adjust the grading of the different sizes of stiffer, Kirchain explains. That reduces the amount aggregate used in the mix, to allow for a denser of deflection, which reduces wear on the road but overall mix with more rock and less binder. also reduces the slightly uphill motion the vehicle constantly has to make to rise out of its own “If there are high quality local materials available” depression in the road. to use in the asphalt or concrete mix, “we can use 20 concrete VOLUME 61 ISSUE 1
them to improve the stiffness, or we can just adjust considered the reductions that would be achieved the grading of the aggregates that we are using by improving anywhere from 2 percent of road for these pavements,” says Azarijafari. And adding surfaces to 10 percent each year. different fibers is “very inexpensive compared to the total cost of the mixture, but it can change the With a 10 percent improvement rate, they stiffness properties of the mixture significantly.” calculated, a total of 440 megatons of carbon dioxide-equivalent emissions would be avoided Yet another way is to switch from asphalt over the 50 years, which is about 0.5 percent of pavement surfaces to concrete, which has a total transportation-related emissions for this higher initial cost but is more durable, leading to equal or lower total lifecycle costs. Many road period. surfaces in northern U.S. states already use The proposal may face some challenges, because concrete, but asphalt is more prevalent in the changing the mix of materials in asphalt might south. There, it makes even more of a difference, affect its workability in the field, perhaps requiring because asphalt is especially subject to deflection adjustments to the equipment used. “That change in hot weather, whereas concrete surfaces are in the field processing would have some cost to it relatively unaffected by heat. Just upgrading the as well,” Kirchain says. road surfaces in Texas alone, the study showed, could make a significant impact because of the But overall, implementing such changes could state’s large network of asphalt roads and its in many cases be as simple as changing the high temperatures. specifications required by state or local highway Kirchain, who is co-director of MIT’s Concrete authorities. “These kinds of effects could be Sustainability Hub, says that in carrying out this considered as part of the performance that’s study, the team is “trying to understand what trying to be managed,” Kirchain says. “It largely are some of the systemic environmental and would be a choice from the state’s perspective, economic impacts that are associated with a that either fuel use or climate impact would change to the use of concrete in particular in the be something that would be included in the pavement system.” management, as opposed to just the surface Even though the effects of pavement deflection performance of the system.” may seem tiny, he says, “when you take into The research was supported through the account the fact that the pavement is going to be there, with thousands of cars driving over Concrete Sustainability Hub by the Portland it every day, for dozens of years, so a small Cement Association and the Ready Mixed effect on each one of those vehicles adds up Concrete Research and Education Foundation. to a significant amount of emissions over the Reprinted with permission of MIT years.” For purposes of this study, they looked News (http://news.mit.edu/) at total emissions over the next 50 years and VOLUME 61 ISSUE 1 concrete 21
AGGREGATES’ CONTRIBUTION TO THE SUSTAINABILITY OF CONCRETE James Mackechnie, Education, Training & Research Manager, Concrete NZ THE SUSTAINABILITY OF CONCRETE MOSTLY FOCUSES ON THE CONTRIBUTION OF CEMENTITIOUS BINDERS SINCE THESE MATERIALS HAVE HIGHER EMISSIONS AND ENERGY REQUIREMENTS. Concrete aggregates are generally shown to have This assumption is not always true especially as much lower embodied energy and carbon in concrete suppliers sometimes have to use more comparison but this assumes optimum materials marginal deposits due to economic, logistic and/ that minimise binder contents in concrete without or environmental reasons. compromising strength, dimensional stability and When new concrete aggregates are being durability. considered there are several performance requirements that need to be considered. Figure 1: Characterisation of concrete aggregates for use in structural concrete 22 concrete VOLUME 61 ISSUE 1
Typical characterisation of aggregates properties slump tolerances but often affect strength and for consideration in concrete are shown in yield of concrete supplied. Figure 1. • Grading of aggregates needs to be consistent to produce uniform workability and strength FRESH CONCRETE PROPERTIES of concrete. This is particularly important The quality of aggregates has a direct effect on for fine aggregate where extra fines and silt the fresh concrete properties and this in turn contamination can have a dramatic effect on affects hardened properties such as strength and water demand affecting not just workability but dimensional stability. also compressive strength. Examples of this include the following: • Shape of aggregate particles is an important • Variable moisture content of fine aggregate but often overlooked aspect of concrete makes consistent concrete production more aggregates. Figure 2 shows how this affects challenging, especially when not using moisture water demand and in turn increases cement probes. These fluctuations may not just affect content and drying shrinkage of concrete. Figure 2: Typical water demands used for structural concrete in New Zealand VOLUME 61 ISSUE 1 concrete 23
HARDENED CONCRETE PROPERTIES Pressure on quarries to deliver low-cost concrete Some properties of concrete aggregates have aggregates often end up costing more for a more obvious relationship with the hardened concrete since extra cementitious material is properties of concrete such as density, strength required to compensate for sub-optimal fresh and stiffness. and hardened properties of structural concrete. While most aggregate sources have consistent Financial incentives need to be built into supply strength, stiffness and dimensional stability this agreements that encourage optimum aggregate cannot be assumed for all materials due to the properties such that moisture contents are relatively young and diverse geology of New controlled, grading is consistent, aggregate shape Zealand. is optimised and aggregate strength and stiffness are monitored. This is illustrated when the elastic modulus of concrete made with different geological types is Experience in New Zealand has shown that when compared as shown in Figure 3. concrete aggregates are optimised there is the potential to reduce the cementitious content by CONCRETE AGGREGATE QUALITY AND 15-20 percent compared with material that is SUSTAINABILITY poorly produced. When concrete suppliers view quarry resources This would benefit not just material costs of there is sometimes the misconception that the concrete but also reduce emissions associated cheapest materials produce the most cost- with Portland cement. effective concrete. Figure 3: Elastic modulus versus compressive strength at 28 days 24 concrete VOLUME 61 ISSUE 1
Image: Quarry Magazine PLAN FOR QUARRIES OR Wayne Scott Chief Executive, FACE MORE TRANSMISSION AQA GULLY DEBACLES THE NATIONAL QUARRY ORGANISATION SAYS IT HOPES THAT THE DELAYS AND COST BLOW- OUT FOR TRANSMISSION GULLY MAY FINALLY SEE A CHANGE IN GOVERNMENT AND COUNCIL PLANNING FOR MAJOR PROJECTS. Aggregate and Quarry Association Chief Executive Transmission Gully will be replicated around Wayne Scott says Transmission Gully is only a the country.” signal of what will happen unless the authorities He says rock for the Wellington motorway project address the need to plan for the quarries to was in such short supply that some was trucked supply major infrastructure initiatives, climate from Mt Taranaki. change mitigation, and affordable housing. “You can imagine what a 600 km round trip added “The Government has now asked the to the cost.” Infrastructure Commission to investigate why Transmission Gully’s costs have gone through the The AQA has already shown the benefits of roof and time delays mount. identifying local supplies of quarry material with the Ōpōtiki wharf project. The estimated cost “We’ve been telling this, and previous, blew-out to $150M partly due to having to truck Governments that they must put in place planning rock nearly 100 km. The AQA worked with GNS to provide for quarries. You cannot expect Science to identify local sources of supply which existing quarries with set caps on production to contributed to a near halving of the wharf meet the mega-requirements of a project of the project cost. scale of Transmission Gully.” “While not the total answer, similar gains can Wayne Scott says both major parties are be made if we complete a national survey of now promising a huge lift in infrastructure rock resources which GNS has started but can’t spend as a key policy to address COVID-19’s complete for the sake of $600,000 in funding. If economic impacts. the Government is serious “Unless we make the first step of a rapid about avoiding more identification of available rock resource, we Transmission Gully events, will find the delays and cost blow-outs of that’s where it should start.” VOLUME 61 ISSUE 1 concrete 25
RECAST FLOORS PROGRAMME ANALYSES PRECAST RETROFITS Iain MacIntyre A COMPREHENSIVE RESEARCH PROGRAMME IS UNDERWAY TO SCIENTIFICALLY VALIDATE AND, WHERE POSSIBLE, ENHANCE THE RETROFITTING TECHNIQUES USED TO IMPROVE THE PERFORMANCE OF PRECAST CONCRETE FLOORS IN MULTI-STOREY BUILDINGS, PARTICULARLY THOSE INSTALLED IN NEW ZEALAND PRIOR TO 2006. Concerns over the seismic vulnerability of such Engineering principal and ReCast Floors project floors – which feature extensively in the country’s manager Dr Nicholas Brooke says formal multi-storey building stock – surfaced after the validation was long overdue. 1994 Northridge earthquake in Los Angeles and have subsequently been borne out in local “The retrofit techniques being used in theory work seismic events. very well, but there might be unresolved issues With industry having progressively developed such as exactly how wide a piece of support steel retrofit techniques for affected buildings should be or whether it needs to be hard against based largely on “sound principles”, Compusoft an existing floor unit or set down slightly,” he says. 26 concrete VOLUME 61 ISSUE 1
Due to be completed by October 2021, the collaborative work is being directed by an eight-person research team. “So some of it is validation of techniques streams of work. that everyone expects to work, some of it is One of those streams, laboratory and analytical refinement of the methods of designing and research, entails: installing these techniques.” • sub-assemblage testing of single units, With a $2 million budget – funding provided by BRANZ from the Building Research Levy, the • super-assemblage testing of multiple units Earthquake Commission and a number of other supported by moment resisting frames; and organisations – the ReCast Floors project formally • computer simulation by developing finite commenced in October 2018. element analysis tools. Due to be completed by October 2021, the The other stream revolves around the collaborative work is being directed by an eight- interpretation of real-world performance, and person research team, representing the key New comprises: Zealand groups involved in precast floor research. • processing of damage assessment data, Driven by four full-time PhD students at the • forensic analysis of case study buildings, universities of Auckland and Canterbury, with another to join soon, the project is also being • documentation of damage in buildings; and guided by an industry advisory group consisting of • in-situ testing of precast concrete floors other key stakeholder representatives. (dependent on opportunities). Encompassing several different investigations Dr Brooke describes the super assemblage test being undertaken at a number of facilities, being built specifically for the project at the the project’s planned research is split into two University of Canterbury as “spectacular”. VOLUME 61 ISSUE 1 concrete 27
As well as seeking to validate existing retrofitting techniques, the project will test new and refine methods. “It is basically a representation of a substantial “You hear ideas or suggestions that people are part of a single floor in a building – something like contemplating but may not actually implemented six columns with beams joining those together because they are uncertain about how that and whole floor units spanning across.” approach might perform. A number of these “That’s one of the larger test specimens that’s ideas are being fed into the research, developed ever been put together in New Zealand. We’ll have further and be proven to be effective (or not) by some really quite complex control systems to the ReCast Floors project.” ensure the right parts go in the right directions at “In particular that could result in less-invasive the right times.” solutions. A typical retrofit solution involves At the time of being interviewed halfway through some relatively low-cost steel work to basically the project, Dr Brooke says “many good findings” provide the load paths that aren’t reliably there. are consistently being revealed. The cost of the structural parts would only be something like 20 percent of the total, whereas “For example, there were concerns that some the disruption to the existing fit out would be the of the retrofits already done could have actually other 80 percent.” made certain aspects of seismic behaviour worse. However that, in most instances, now seems “So, there is a drive to look for retrofits that can unlikely to be an issue.” either be done from underneath or above a floor – but not both – as obviously, that gives you much As well as seeking to validate existing retrofitting less disruption.” techniques, Dr Brooke emphasises the project will test new and refine existing methods, potentially “One of the overarching goals of the project is leading to the development of less-expensive for it to serve as the focal point for the collation solutions. and investigation of issues related to precast 28 concrete VOLUME 61 ISSUE 1
Overview of research projects, oversight arrangements and expected outputs. concrete floors and the dissemination of findings analytical models of the hollowcore floors. to industry,” says Dr Brooke. “If that is successful, then it will basically allow “At the time that the project was conceived consideration of a far wider range of floors than is there was a concern that different organisations possible in a lab.” seemed to be picking up different parts of the Emphasising the “excellent job” being done precast floor research – a lot of the same people by all students involved, Dr Brooke says the were involved. However, it was less an issue of collaborative nature of the relationships forged conflicting advice, more a risk of being inefficient.” between the universities, industry and academics “The project has succeeded in pulling everyone is a particular highlight of the project. together under one roof and becoming the focal “As far as I know it is probably the first time point it was aimed to be.” in structural engineering and, maybe more Dr Brooke says another potentially “ground- generally, where a large programme of research is breaking” aspect of the project is the work being being run at two universities in parallel, with day- undertaken by one of the PhD students at the to-day collaboration.” University of Canterbury to develop complex IMPORTANT MESSAGE An important message that Concrete NZ’s Technical Director Dave McGuigan hopes the ReCast Floors project will deliver is that industry is prioritising the issue of life safety of buildings with potentially vulnerable floor systems in a seismic event. “The key output of this project is that it restores confidence amongst building owners and practitioners that we are making sure the building stock achieves life safety objectives,” he says. “The Canterbury and Kaikoura earthquake events demonstrated the vulnerability of these buildings – in particular Statistics House in Wellington where three floor units lost their support.” “While the focus is on addressing something that could have major life safety consequences people still need to be mindful that these buildings will have performance characteristics that might render them uneconomic to repair after an earthquake.” VOLUME 61 ISSUE 1 concrete 29
The upgrade was undertaken as the approximately 50-year-old reservoir was beginning to suffer durability issues and pose seismic resilience concerns. UPGRADE GIVES RESERVOIR NEW 50-YEAR LEASE ON LIFE A RANGE OF MARLBOROUGH DISTRICT COUNCIL STIPULATED OUTCOMES HAVE BEEN SUCCESSFULLY DELIVERED IN A CHALLENGING PROJECT TO UPGRADE AND PROVISION FOR ANOTHER 50 YEARS’ WORKING LIFE FOR THE WITHER HILLS (WELD STREET) RESERVOIR. Rather than demolition and replacement, a The upgrade was undertaken as the more sustainable approach involving upgrades approximately 50-year-old reservoir – which and additions to the existing 36 metre diameter stores 5.3 million litres of unchlorinated, potable prestressed concrete structure was adopted. water for Blenheim – was beginning to suffer durability issues and pose seismic resilience The construction had many challenges such as concerns. a tight programme, as-built details that differed from the drawings, along with existing (and new) Amongst issues targeted for remedy in the concrete issues. reservoir’s upgrade, which is a critical regional These challenges were overcome through a water resource following earthquakes and for collaborative and innovative problem-solving firefighting, were: approach between Marlborough District Council, • Re-profiling design of the slope above the CH2M Beca and Fulton Hogan. reservoir with a flatter angle to minimise the 30 concrete VOLUME 61 ISSUE 1
potential impacts of slope failure or earthquake • Undertaking remedial work, including internal debris on the facility. surface remediation of wall and columns, floor • Placing a new reinforced concrete topping slab slab sealant replacement and crack injection of to provide a roof diaphragm, which also sealed active leaks in the walls. the reservoir contents from rainwater ingress. Other challenging aspects of the construction • Installing external post-tensioning to phase included: strengthen the roof tee beams for the • Cutting a large access hatch into the roof increased mass of the topping slab and to also at the beginning of construction to provide maximise reuse of the existing structure. ventilation, lighting and access for scissor lifts • Fitting a new reinforced concrete roof ring and other large construction equipment. This beam to allow for thermal movement of the also meant the reservoir could be classed as a roof while accommodating a seismic shear load ‘restricted space’ instead of a ‘confined space’ transfer from the roof to the walls. due to alternative access/egress routes and • Installing an internal reinforced concrete additional ventilation. floor ring beam, with dowels cored through the walls around the perimeter, connected • Staged external roof post-tensioning and roof to the existing floor slab and foundation with topping slab pours to maintain stress limits reinforcement starters to provide an enhanced in the existing roof tee beams. A survey was seismic base shear transfer mechanism. carried out at each stage to monitor deflections which were compared with predicted. • Installing external wall post-tensioning to compensate for a shortfall in the hoop tension • A unique roof topping slab pour shape and capacity under Ultimate Limit State seismic sequencing of a series of concentric rings loading, while also providing new active to achieve tight construction tolerances hoop compression to the wall joints for leak and complement external roof beam post- mitigation at the vertical construction joints. tensioning. • Fitting new, larger-dimensioned stainless steel • Casting post-tensioning anchorage pockets into pipework to provide additional flow capacity, the concrete using three dimensional printed with a new chamber constructed to house inserts. sensor-controlled seismic isolation valves. VOLUME 61 ISSUE 1 concrete 31
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