Browse Forums General Discussion 1 Oct 09, 2019 10:19 pm Slab pour happened today and want to know opinion from experienced people on this site on what they think... Thanks in advance Slab H2 Waffle pod Site class P 20 MPa concrete 85 mm thick slab Like ⋅ Add a comment ⋅ Pin to Ideaboard ⋅ Like ⋅ Add a comment ⋅ Pin to Ideaboard ⋅ Like ⋅ Add a comment ⋅ Pin to Ideaboard ⋅ Like ⋅ Add a comment ⋅ Pin to Ideaboard ⋅ Like ⋅ Add a comment ⋅ Pin to Ideaboard ⋅ Re: H2 Slab comments on workmanship??? 2Oct 10, 2019 8:15 am Hi SSvdara More info required are there piles situated beneath the bulbous concrete Blowouts and did you have the concrete pour inspected? I suggest you now 1.Make sure you have the certified Geotech report and engineering drawings Details That your builder has used 2.Obtain a concrete spoil sample, usually discharged on site before it is removed 3.Monitor and photograph stage completions, ie slab down, Framework, brickwork,etc 4.From a fixed datum point take measurements and log the data of the slab heights 5.Have penetrometer tests taken 6., 7. etc I recommend you contact your own engineer to discuss possible differential movements and rate of change Thanks for the photos as it helps others Forewarn is forearmed Cheers Chris Designer,Engineer (Civil,Const & Envir),Builder,Concrete & Masonry Contract.Struct Repairs Re: H2 Slab comments on workmanship??? 3Oct 10, 2019 10:38 am StructuralBIMGuy Hi SSvdara More info required are there piles situated beneath the bulbous concrete Blowouts and did you have the concrete pour inspected? I suggest you now 1.Make sure you have the certified Geotech report and engineering drawings Details That your builder has used 2.Obtain a concrete spoil sample, usually discharged on site before it is removed 3.Monitor and photograph stage completions, ie slab down, Framework, brickwork,etc 4.From a fixed datum point take measurements and log the data of the slab heights 5.Have penetrometer tests taken 6., 7. etc I recommend you contact your own engineer to discuss possible differential movements and rate of change Thanks for the photos as it helps others Forewarn is forearmed Cheers Chris Thanks for your response, much appreciated. - I do not know whether there are piles underneath the blowouts. What I know is the area has been completely scrapped and then coarse material has been placed prior to putting the form work etc., Like ⋅ Add a comment ⋅ Pin to Ideaboard ⋅ Like ⋅ Add a comment ⋅ Pin to Ideaboard ⋅ Like ⋅ Add a comment ⋅ Pin to Ideaboard ⋅ Like ⋅ Add a comment ⋅ Pin to Ideaboard ⋅ I haven't got the concrete pour inspected, however was there for sometime and was able to get the concrete delivery dockets. Apart from one docket, where slump is noted as 160 when ordered was 80, rest of them were ok. I will definitely take on board your recommendations. thanks once again. Building Standards; Getting It Right! Hi, yes, we have the report. The builder has rectified the items on the report and we’re moving forward with the build. Thanks for reaching out 2 2242 I am building Enfield 201 by Mimosa Homes - York Facade Link: https://www.mimosahomes.com.au/new-homes/enfield-201/ I did my colour appointment last week. I am looking… 0 563 Thanks for the insights, that makes perfect sense, and yeah, I will be leaning on the experience of the excavator operator entirely. 6 16140 |