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MarkSmith

Joined: 02 Apr 2008 Posts: 178 Location: Hampshire, United Kingdom Thanked: 1 time
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Posted: Mon Dec 14, 2009 10:47 am |
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Hi all,
I have had a cellar support designed by an engineer, and it specifies, amongst other things, "C30" concrete (which defines its resistance to crushing, I think). I need about 0.6m3 of if, about 0.15m3 at a time (days or weeks in between), so it's just not worth getting readymix or similar.
How can I achieve a C30 mix? I just rang Readymix for advice and was told there was no way to do it myself - the only way, he said, was to buy it in. I find that hard to believe.
I have found websites specifying other mixes - C20 for example. Just can't find C30.
Thanks!
-Mark |
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alastairreid

Joined: 21 Nov 2008 Posts: 4121 Location: Ayrshire, United Kingdom Thanked: 466 times
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Posted: Mon Dec 14, 2009 2:40 pm |
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Chukka63

Joined: 14 Oct 2009 Posts: 902 Location: United Kingdom Thanked: 81 times
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Posted: Mon Dec 14, 2009 4:08 pm |
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im sure 4:2:1 will suffice |
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MarkSmith

Joined: 02 Apr 2008 Posts: 178 Location: Hampshire, United Kingdom Thanked: 1 time
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Posted: Mon Dec 14, 2009 4:51 pm |
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Thanks both.
According to alastairreid's link it's 300kg cement, 0.5m3 sand, 0.75m3 aggregate, which is a straight answer but still a bit awkward as two of those quantities are volume and the third one mass - which doesn't lend itself to how much of each I put into the mixer.
It also refers to that as a 6:1 mix, which is think is by volume (?). That would suggest 300kg cement has a volume of 0.2m3.
The ratio in the document doesn't work out as exactly 1:2:4 - it works out as 1:2.4:3.6. Would I be right to assume the ratio of sand:aggregate is less important than the ratio of cement:(sand+aggregate)?
Thanks,
Mark
Last edited by MarkSmith on Mon Dec 14, 2009 7:30 pm, edited 1 time in total |
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Chukka63

Joined: 14 Oct 2009 Posts: 902 Location: United Kingdom Thanked: 81 times
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Posted: Mon Dec 14, 2009 5:09 pm |
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if youre using ballast make it a 5:1 mix |
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Chukka63

Joined: 14 Oct 2009 Posts: 902 Location: United Kingdom Thanked: 81 times
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MarkSmith

Joined: 02 Apr 2008 Posts: 178 Location: Hampshire, United Kingdom Thanked: 1 time
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Posted: Mon Dec 14, 2009 5:28 pm |
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As opposed to what?
Ta,
Mark |
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Chukka63

Joined: 14 Oct 2009 Posts: 902 Location: United Kingdom Thanked: 81 times
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Posted: Mon Dec 14, 2009 5:32 pm |
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sand and stone seperately |
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Shytalkz

Joined: 22 Feb 2008 Posts: 4866 Location: Norfolk, United Kingdom Thanked: 13 times
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Posted: Mon Dec 14, 2009 7:16 pm |
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| Chukka63 wrote: | i wouldnt worry about being too precise .when the cube guys come out to site they get there concrete then we add loads of water so its all bulls**t anyway.  | And you are probably exactly the self-same person who whinges and moans that things seem over-designed - which they are, of course, due to inbuilt safety factors that are there to cater for prats like you. |
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Deluks

Joined: 23 Feb 2005 Posts: 6407 Location: Surrey, United Kingdom Thanked: 287 times
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Posted: Mon Dec 14, 2009 7:37 pm |
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| Shytalkz wrote: | | And you are probably exactly the self-same person who whinges and moans that things seem over-designed - which they are, of course, due to inbuilt safety factors that are there to cater for prats like you. |
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Chukka63

Joined: 14 Oct 2009 Posts: 902 Location: United Kingdom Thanked: 81 times
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Posted: Mon Dec 14, 2009 7:52 pm |
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| Shytalkz wrote: | | Chukka63 wrote: | i wouldnt worry about being too precise .when the cube guys come out to site they get there concrete then we add loads of water so its all bulls**t anyway.  | And you are probably exactly the self-same person who whinges and moans that things seem over-designed - which they are, of course, due to inbuilt safety factors that are there to cater for prats like you. |
as an engineer im sure youve been on site on many occasions and seen such things being done,so you know this happens and build in the safety factor.
so whats the correct self mix quantites ??? |
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stuart45

Joined: 13 Sep 2008 Posts: 1438 Location: Somerset, United Kingdom Thanked: 125 times
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Chukka63

Joined: 14 Oct 2009 Posts: 902 Location: United Kingdom Thanked: 81 times
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Posted: Mon Dec 14, 2009 8:04 pm |
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well when you order a 60mm slump and the truck turns up and the concrete wont even come down the chute you dont have much choice.also,we all know it isnt 60mm slump, so its been delivered wrong in the first place. |
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stuart45

Joined: 13 Sep 2008 Posts: 1438 Location: Somerset, United Kingdom Thanked: 125 times
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hotrod

Joined: 26 Dec 2007 Posts: 1162 Location: United Kingdom Thanked: 110 times
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Posted: Mon Dec 14, 2009 9:09 pm |
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| stuart45 wrote: | Most of the groundworkers I know usually put enough in to self level.  |
LMFAO .
Without exception, every single groundworker subbie I have had working on one of my sites has been a sub-human neanderthal. Most of them have been nice lads, but I wouldn't want to go drinking with any of them. |
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