[2025] WASAT 105
General information, not legal advice.
State Administrative Tribunal (WA)
2025-09-30
Mr P
Original judgment source is linked above.
CITATION : DAVIS and ECO GROUT CLEAN PTY LTD [2025] WASAT 105
Building service complaint - Water pressure cleaning and sealing of paving bricks - Whether a regulated building service - Meaning of associated work - Whether building service not carried out in a proper and proficient manner or is faulty or unsatisfactory - Expert evidence
Building Act 2011 (WA), s 3
Home Building Contracts Regulations 1992 (WA), reg 2A(a)
East and Emerson [2022] WASAT 105
Lilley v Lindsay-Smith [2001] WASCA 168
Owners of Island Apartments Strata Plan 52597 and Pindan Pty Ltd [2018] WASAT 2
The Owners of 38-40 Onslow Road, Shenton Park and C&I Constructions Pty Ltd [2014] WASAT 123
(b) Did Eco and Sovereign perform a regulated building service relevant to the complaint?
(c) If so, did either Eco or Sovereign carry out that building service in a manner that was not proper and proficient manner, or was faulty or unsatisfactory?
(d) If so, what was the appropriate building remedy order?
(a) make a building remedy order if it is satisfied that the regulated building service which is the subject of the complaint has not been carried out in a proper and proficient manner or is faulty or unsatisfactory; or
(a) applying a 'dirt release solution' to remove mould, dirt and stains;
(b) 27,579 kPa (4,000 psi) high pressure wash and low pressure rinse;[2]
(c) application of a sealer which would provide a matte finish.
(a) a petrol powered Honda GX690 high pressure water pump mounted on the tray of a utility vehicle;
(c) a long flexible hose stored in a hose reel mounted on the tray of the utility vehicle;
(d) a two-nozzle rotary surface cleaner attached to the hose;
(f) a plastic watering can containing a mixture of water and detergent.
Primary damage sustained to the entire surface of brand-new pavers (presenting as erosion and pitting) due to excessive high-pressure cleaning.
Primary damages presenting as erosion and pitting, due to ECO Pressure Clean & Seals cleaning preparation method.
(a) a building service carried out by a registered building service provider or an approved owner-builder;
(b) home building work that is -
(i) carried out by a person for another person under a home building work contract or other contract or arrangement for gain or reward; and
(ii) not carried out for a person who is in turn obliged to perform the work under another contract;
(c) any other service or work prescribed for the purposes of this definition
Building service carried out by a builder - paragraph (a)
(b) another contract or arrangement for gain or reward
home building work means the whole or part of the work of -
(a) constructing or re-constructing a dwelling including an existing dwelling and/or strata/community title dwelling; or
(b) placing a dwelling on land; or
(c) altering, improving or repairing a dwelling, including a strata/community title dwelling; or
(d) constructing or carrying out any associated work in connection with -
(i) any work referred to in paragraph (a) or (b); or
(ii) an existing dwelling, including a strata/community title dwelling
associated work includes site works, swimming pools, spas, pergolas, carports, garages, sheds, fencing, retaining walls, paving, driveways, landscaping and other like works
(original emphasis)
(a) The decision of the Tribunal in East was correct and should be followed.
(b) There was no basis in the legislation to constrain 'paving' in the definition of associated work to mean only the supply and laying of paving bricks. A broader construction which included works such as cleaning and sealing the paving should be preferred as promoting the consumer protection purpose of the legislation.
(a) The decision in East was not correct and should not be followed.
(b) Both the BSCRA and HBC Acts include in their names the word 'building' and the relevant definition is that of home building work. Therefore the meaning of 'building' cannot be divorced from the construction of the meaning of 'home building work'. The works performed by Eco were not building. They were cleaning.
(c) The relevant parts of the definition state, 'home building work means the whole or part of the work of ... constructing or carrying out any associated work in connection with ... an existing dwelling'. If one were to substitute 'paving' for 'associated work' it was clear that Eco did not construct or carry out paving.
Were the works proper and proficient, or faulty or unsatisfactory?
(a) Ms Davis - the paving bricks clearly appeared damaged and either Sovereign had supplied faulty bricks or Eco had damaged them when pressure cleaning.
(b) Sovereign - it agreed the paving bricks appeared damaged and believed the damage had been caused by Eco.
(c) Eco - the cleaning of Ms Davis' paving was no different to the cleaning performed for other clients. The existence of damage was disputed and even if the bricks were damaged, it must have been caused by a manufacturing fault.
(a) two square 'Masterpave Classic 60 Charcoal' paving bricks obtained from a Midland Brick display centre;[13] and
(b) two paving bricks which had been located under the spa at the time of the activities of Eco at the site.[14]
(a) two square 'Masterpave Classic 60 Charcoal' paving bricks which had been supplied by Eco to Dr Armand Zurhaar for testing purposes;[16]
(b) two rectangular charcoal coloured paving bricks said to be made by Midland Brick as part of the 'Masterpave' range, also supplied by Eco to Dr Zurhaar for testing;[17]
(c) two light grey square paving bricks said to also be made by Midland Brick as part of the 'Masterpave' range.[18]
(a) Video of the crossover and that portion of the driveway extending from the crossover towards the house, from 7.14 am to 1.58 pm but containing several skips in the recording so that the total duration was 5.59 minutes.
(b) Video of the driveway taken from the front half or one third of the house, facing back along the driveway to the street, from 7.42 am to 8.01 am with several skips so that the total duration was 6.05 minutes.
So he showed Mark that. And we said 'Yes. Cool'. And off we went back inside continuing with moving house and - and setting things up, unpacking boxes ...
[I]t cost me a lot of money to put that in. It's meant to be brand new, lovely, shiny brick paving. It looks horrific. It looks terrible. I'm like embarrassed by it. ... I liken it to ... having a Picasso painting of my beautiful new home, and then someone just put the crappiest, crappiest border around it and just left it. It doesn't matter. They've scratched it, and it doesn't matter. It's still a painting. You can still look at it. Yes. You can, but it affects the visual of it. It also affects the value of it ... my resale value ...
SAVIETTO, MR :...Once he has done his levelling, then he will start to lay his pavers in a jointing position at one end and start coming through, and then move around the house, generally coming through to the start to the front of the house.
LANG, MR: Have you had any discussions with Midland Brick about whether these pavers were all obtained from one batch of pavers?
SAVIETTO, MR: I have, and they are from the same batch.
LANG, MR: and this may be a question for Mr (indistinct) I don't know to what extent you know the process of the manufacturer and the size of batches and so on, but can you comment on that to assist the Tribunal?
SAVIETTO, MR: No. Look, because, again, we - we just issue the purchase order but, on every job, we request that the batch is the same because if you don't have the same batch you will see a different colour in the pavers. So they always will put them aside, and they will say, 'Right, we've got however many thousands of pavers available for this job,' so that we get the same batch from those jobs.
LANG, MR: So when we were at the site inspection yesterday, we observed - this is uncontroversial - there's a colour difference on the driveway between pavers that were not originally part of the original lay and - - -
SAVIETTO, MR: Correct.
LANG, MR: - - - pressure clean.
SAVIETTO, MR: Yes.
LANG, MR: Can you explain your recollection of those pavers?
SAVIETTO, MR: I - I remember we had to order extra pavers to - to finish off the crossover, but they were from a different batch. They weren't the same on those little pieces through there. They were slightly different.
So - - -?---But I - at the crossover, not in the driveway.
No, I'm not talking about the crossover - - -?---Sorry.
- - - where there was some (indistinct) there's this section along the side of the driveway if you're facing the house on the right-hand side?---Yes.
There was the pavers that were originally stored loose in the - - -
WARD, MR: No. No. Sorry. You can't go there.
WARD, MR: You're leading way too much. He has given his evidence - - -
SAVIETTO, MR: All the ones regarding - - -
LANG, MR: I'm cross-examining.
WARD, MR: He has given his evidence.
LANG, MR: I'm cross-examining him.
SAVIETTO, MR: All the - - -
LANG, MR: I'm entitled to cross-examine him as I like.
SAVIETTO, MR: No, that's okay.
SAVIETTO, MR: All the ones - all the ones regarding the house driveway were all the same batch. Correct.
LANG, MR: No. Yes. So those pavers were in the garage at the time? They were later laid on the right-hand side of the driveway?---I can't remember exactly where they were. I know that we put a lot of pavers inside the garage.
The pavers that - I asked a simple question - the pavers on the right-hand side that had that difference colour appearance?---Yes. Did they all arrive on site with the original - - -?---Yes.
- - - supply of paving?---Correct.
Yes. So you understand them to be from the same batch?---Correct.
(a) The original supply of paving bricks from Midland Brick was from a single batch (original supply).
(b) The driveway consisted entirely of the original supply.
(c) Additional bricks were required to widen the crossover (the additional bricks). They were from a different batch of 'Masterpave Classic 60 Charcoal' paving bricks obtained from Midland Brick.
(d) The additional bricks were located on the right side of the crossover, from the perspective of facing the house from the street (as well as in a couple of other relatively small sections).
(a) It contradicts the clear meaning of Mr Savietto's initial answers.
(b) It also contradicts Mr Savietto's statements during the site visit.
(c) It was possible Mr Savietto had become confused by the process of cross-examination and by Mr Lang's earlier statement that he was not asking about the crossover. He was unlikely to have been confused during the site visit.
(d) It appears on the evidence more likely different orders would come from separate batches. Mr Savietto stated even when making a single order, Sovereign specifies that the bricks must come from a single batch so that they do not receive bricks from different batches.
(a) If this was to be taken as an expert report, the expertise of the authors to undertake the testing was not identified and there was no indication the authors had read or agreed to abide by the Tribunal's guide to giving expert evidence.
(b) Midland Brick may have had an interest in the result of the proceedings and therefore the authors may not have made an independent assessment.
(d) The breaking load of the paving bricks was not relevant to the issues in dispute.
(e) A visual comparison of paving bricks from the site with new paving bricks from the Midland Brick plant was not relevant.
(a) His report was based upon limited photography of paving bricks alleged to have been damaged by pressure cleaning, a report of Microanalysis dated 16 September 2024 and a video of a few seconds' duration which appeared to show pressure cleaning the front of a driveway.
(b) The appearance of the paving bricks in the photographs was consistent with damage caused by pressure cleaning, including pitting of the surface and damage which appeared more concentrated around the arrises.[39]
(c) Part 3.3 of the CM03 manual produced by the CMAA (CM03) stated, in relation to concrete masonry blocks, water pressures should be kept below 6,895 kPa (1,000 psi), using a fan jet no closer than 500mm on a 15° angle.[40]
(a) Part 3.3 of CM03 could be interpreted as applying predominantly to concrete masonry walls and that mortar joints may be more vulnerable to high water pressures than the concrete units.
(b) He did not know when the warning not to exceed 6,895 kPa (1,000 psi) had been added to Part 3.3 and it had not been in that part of CM03 referenced by Mr Harrison in his report.
(c) CMAA manual PA04 (PA04) specifically addresses the maintenance of concrete paving and at Part 6.2 it suggests pressures of up to 14,000 kPa (2,030 psi) can be used on concrete paving bricks. However, Mr Gill qualified that statement by observing it was not clear if it was intended that pressure be used for standard cleaning or only for stain removal.
(d) The application of acid at a concentration of 1:12.5 was acceptable for cleaning clay bricks manufactured by Midland Brick which were coloured red, but was likely to alter the colour of black concrete paving bricks.
(a) He had no specific experience regarding paving or masonry blocks. He had experience in forensic engineering, specifically in relation to picking apart standards, manuals and guidelines and assessing where they may not have been followed.
(b) He had not inspected the brick paving. His report was based upon documents including the reports of Microanalysis, Mr Gill and Dr Zurhaar, photographs and CCTV video.
(c) The most likely cause of the damage to the paving bricks was the pressure cleaning work. The CCTV video indicated that the distance between the water jets and bricks recommended in CM03 may not have been followed. That video also depicted sand being removed during the cleaning process, which may have indicated a lack of care in following the recommendations in CM03 and PA04.
(d) He had nothing to add to the Microanalysis report and considered it showed that the jet stream had potentially damaged the paving bricks.
(a) He was not an expert in relation to concrete masonry and relied upon the manuals. He had not conducted pressure cleaning tests on concrete masonry, nor inspected paving bricks manufactured by Midland Brick.
(b) He agreed the Microanalysis report referred to the 'presence of tabulate clasts of glass/clays' as a possible manufacturing defect'. He said that would be a manufacturing imperfection, but to be a manufacturing defect would mean the bricks had not met the specification required by Midland Brick and he would not expect such a high standard in relation to paving bricks.
(a) Erosion-like damage caused by high pressure fluids varied with geometry. The report did not address the differences in erosion of a rectangular brick as compared to a square brick.
(b) The testing did not replicate the use of the round surface cleaner followed by the lance and there was an erroneous assumption as to the water pressure used by the surface cleaner.
(c) There was insufficient description of the testing process (including the movement of the lance and the length of time each brick was subject to the pressure) and therefore the testing could not be replicated.
(d) The report appeared to contain preconceived notions without supporting evidence. To reduce the effect of preconceptions, experiments commonly include more than one expert to conduct experiments or review results, but that had not been done.
(e) The interpretation of the report of Microanalysis was incorrect.
(a) the presence of fines which were not bound to the bricks during manufacture;
(b) in accordance with his interpretation of the earlier Microanalysis report, there was a manufacturing defect which caused some particles to not form a part of the normal brick matrix;
(c) the particles had been exposed to the acid wash, which had dissolved the cement.
(a) There was no comment on the absence of cement phases in the data relating to the 2023 control brick.
(b) It was unclear how material underneath paving bricks would be subject to weathering sufficient to degrade concrete.
(a) He was prepared to accept, and had never denied, the material collected in the five sample bags were particles of the paving bricks. In his view, however, there was no evidence the material had been removed by the water pressure cleaning.
(b) There was no evidence that water pressure cleaning would change the colour of paving bricks.
(b) 'Driveway low pressure washed and sealed paver';
(c) 'Side deck high pressure washed and sealed paver';
(d) 'Driveway high pressure washed and sealed paver';
(a) Pitting generally less than 2 mm in depth was observed in the surface of the control and 'low pressure' brick whereas pitting of up to 39 mm across and up to 15 mm deep was observed in the 'high pressure' brick.
(b) There was consistency in the mineralogical and elemental composition of the three bricks.
(c) None of the bricks showed elevated chlorine or sulphur (the presence of which may have indicated chemical attack).
(d) A potential cause of the pitting was the presence of 'platy clasts'. These were observed at the base of pitting in the 'high pressure' brick. In other locations, the material directly above the 'platy clasts' appeared to contain 'a paucity of coarse aggregate, increased porosity, and poor binder/matrix cohesion'.
(a) Microanalysis took delivery of five sample bags. In the photographs provided, the bags numbered 1 to 3 appear to contain grey sand and dark particles. The particles were small, but generally larger than the grains of sand. Bag numbered 4 contained dark particles larger than those in the bags numbered 1 to 3. The particles in the bag numbered 5 were substantially larger than those in bag 4.
(b) In relation to bags 1 to 3, 'brick paver material' was removed by hand and using a stereoscope. Due to the 'limited volume', the material was combined into one sample for testing (the 'combined sample').
(c) The combined sample as well as the material obtained from bags 4 and 5 were ground and analysed using x-ray diffraction. The results were compared to the results of the x-ray diffraction testing contained in the report dated 16 September 2024.
(d) The results for potassium feldspar, quartz and sodium plagioclase were reported with a high degree of confidence and are reproduced in the table below.
(e) The results for ettringite and portlandite were reported with a low degree of confidence and are reproduced in the table below.