Concrete question - ??
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hi all
concrete can be a bitch at times,I went Saturday to do a little job where we concreted a bay last october
i left it with a brushed finish and arris troweled round the edges
it was C30 concrete,it looked very tidy when i left it and there was no frost
anyway,saw it saturday and it looks like someone has shotblasted it
its not cracked or anything and the maintenance manager is fine with it but a lot of the aggregate is exposed
I am puzzled by this
the reason it was done in the first place was that the particular area had maybe 30 artic movements a day (turning) and up wards of 100 2 tonne fork truck movements and the tarmac kept getting destroyed
the maintenance manager revealed that all the forktruck were now electronically limited to setting 1,when previously they were on 5
could forktrucks do this sort of damage??
we did the bay to a structural spec and although there is no grief ,for my own info i wonder what has caused this abrasion?
LLL
concrete can be a bitch at times,I went Saturday to do a little job where we concreted a bay last october
i left it with a brushed finish and arris troweled round the edges
it was C30 concrete,it looked very tidy when i left it and there was no frost
anyway,saw it saturday and it looks like someone has shotblasted it
its not cracked or anything and the maintenance manager is fine with it but a lot of the aggregate is exposed
I am puzzled by this
the reason it was done in the first place was that the particular area had maybe 30 artic movements a day (turning) and up wards of 100 2 tonne fork truck movements and the tarmac kept getting destroyed
the maintenance manager revealed that all the forktruck were now electronically limited to setting 1,when previously they were on 5
could forktrucks do this sort of damage??
we did the bay to a structural spec and although there is no grief ,for my own info i wonder what has caused this abrasion?
LLL
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Although none of these may apply to your job, here are some possible causes:
incorrect batching of concrete
too wet=laitence on surface which may now have worn away
curing, or lack of
inappropriate trafficking
frost / cold weather attack
chemical attack
washing/cleaning to excess
Whatever the reason if it needs a thin bonded hard wearing screed overlay we have products to achieve this; notably Ronafix Prepacked Wearing Screed
If you want us to pop to site and have a look.....just ask.
incorrect batching of concrete
too wet=laitence on surface which may now have worn away
curing, or lack of
inappropriate trafficking
frost / cold weather attack
chemical attack
washing/cleaning to excess
Whatever the reason if it needs a thin bonded hard wearing screed overlay we have products to achieve this; notably Ronafix Prepacked Wearing Screed
If you want us to pop to site and have a look.....just ask.
Simeon Osen
Ronacrete Ltd - http://www.ronacrete.co.uk
Tel: +44 (0) 1279 638 700
Follow us at http://www.twitter.com/Ronacrete
Ronacrete Ltd - http://www.ronacrete.co.uk
Tel: +44 (0) 1279 638 700
Follow us at http://www.twitter.com/Ronacrete
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cheers simeon
as i said they are happy with it and its more of an aesthetic thing than anything
i feel the managers remarks about switching the acceleration and speed down on the fork truck must have something to do with it,he said they were losing 1 pallet a week through overzealous driving
now they are restricted they have lost none
the concrete wasn't overly wet,if anything it was a bit on the stiff side,very hard work when 250mm thick
next time i am there i will get a photo
it did rain about 6 hours after it was laid but i assumed that this would be of no consequence,maybe i am wrong
I suppose in reality its not that bad ,maybe just a touch of OCD on my part as no one else is worried about it
LLL
as i said they are happy with it and its more of an aesthetic thing than anything
i feel the managers remarks about switching the acceleration and speed down on the fork truck must have something to do with it,he said they were losing 1 pallet a week through overzealous driving
now they are restricted they have lost none
the concrete wasn't overly wet,if anything it was a bit on the stiff side,very hard work when 250mm thick
next time i am there i will get a photo
it did rain about 6 hours after it was laid but i assumed that this would be of no consequence,maybe i am wrong
I suppose in reality its not that bad ,maybe just a touch of OCD on my part as no one else is worried about it
LLL
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A bit stiff eh - hehe.
Pleased to hear its your high standards rather than their complaint. That's good news.
Pleased to hear its your high standards rather than their complaint. That's good news.
Simeon Osen
Ronacrete Ltd - http://www.ronacrete.co.uk
Tel: +44 (0) 1279 638 700
Follow us at http://www.twitter.com/Ronacrete
Ronacrete Ltd - http://www.ronacrete.co.uk
Tel: +44 (0) 1279 638 700
Follow us at http://www.twitter.com/Ronacrete
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Slightly off-topic - We have done a lot of loading yard concrete area repairs lately with tarmac - the advantages of this is the area can be returned to traffic the next morning. Paper mill forklift routes, concrete broken out, reduce level, 300 subbase, 80mm road base and 40mm 50pen 10mm SMA.
The correct material, laid and compacted correctly is very hard and durable, capable of withstanding tri-axle trailers being 'scragged' across it without marking or moving - awesome stuff.
The correct material, laid and compacted correctly is very hard and durable, capable of withstanding tri-axle trailers being 'scragged' across it without marking or moving - awesome stuff.
RW Gale Ltd - Civils & Surfacing Contractors based in Somerset
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See what we get up to Our Facebook page
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Hard to say without knowing what the sub strata is like, if your being paid get a structural engineer, he'll need to know what material you are using exactly and what it's made up of. Virgin quarried aggregates have specific loading and strength values, crusher run tends to be a sub standard product in the vast majority of cases, as it normally always contains brick, soil, gypsum etc.
On a previous post I posted a study which showed crusher run with clay brick was alot more prown to erosion from traffic compared to quarried aggregate.
On a previous post I posted a study which showed crusher run with clay brick was alot more prown to erosion from traffic compared to quarried aggregate.
Giles
Groundworks and Equestrian specialists, prestige new builds and sports pitches. High Peak, Cheshire, South Yorkshire area.
http://www.gbgroundworks.com
Groundworks and Equestrian specialists, prestige new builds and sports pitches. High Peak, Cheshire, South Yorkshire area.
http://www.gbgroundworks.com