Concrete over concrete thickness

SLM

Member
We’ve got a few very old and rough/pitted shed and indoor silage clamp floors. Ideally want a power float finish for future uses.

What thickness of c40 concrete should we use to pour over the existing slab? Can’t go the full 6inch as it would cock the levels up too much.
Thanks
 

Sharpy

Member
Livestock Farmer
We’ve got a few very old and rough/pitted shed and indoor silage clamp floors. Ideally want a power float finish for future uses.

What thickness of c40 concrete should we use to pour over the existing slab? Can’t go the full 6inch as it would cock the levels up too much.
Thanks
If it was mine I would fill any potholes then put a couple of inches of c40 on top. I have done a couple of eroded silage pit floors this way and the farmer was very happy with the job.
You MUST have it absolutely spotless or you will get issues, I think we used a pump mix to get smaller stone and hence an easier finish.
 

SLM

Member
Can pressure wash them beforehand no problem.

Would 2 inches be enough for heavy traffic? Well would be telehandlers in and out mainly.
 

PI Stsker

Member
Mixed Farmer
Location
South West
Following. Currently my main yard is cracking up and getting pitted. Half tempted to just pour over the top of it all but will cock the levels up too much so will need to dig it all out.
what sort of depth would people go for high traffic areas with lorry’s? 44t max but turning and reversing. I’d rather throw an extra inch at the job and never have to worry about it again but I don’t want to waste money.
 
Would think 4 inches would be the minimum but depends on your appetite for risk. If sub base is solid may get away with thinner possibly 3. Old man did all our yard with 4" on about 12" subbase of gathered field stones in late 60s. It has held up ok even with artic lorries having to shunt quite a bit to get turned.

Cost it at 2" depth then 4" and work out whether the cost to replace is worth the saving if it goes wrong. Hows its laid and cured will affect strength in many cases (properly vibrated to get air out and covered for first 28 days to stop it drying out whilst curing).
 

PI Stsker

Member
Mixed Farmer
Location
South West
Would think 4 inches would be the minimum but depends on your appetite for risk. If sub base is solid may get away with thinner possibly 3. Old man did all our yard with 4" on about 12" subbase of gathered field stones in late 60s. It has held up ok even with artic lorries having to shunt quite a bit to get turned.

Cost it at 2" depth then 4" and work out whether the cost to replace is worth the saving if it goes wrong. Hows its laid and cured will affect strength in many cases (properly vibrated to get air out and covered for first 28 days to stop it drying out whilst curing).
The subbase isn’t an issue I can put as much stone in as I can shake a stick at extremely cheaply, it’s currently on a 4” concrete thickness and has only lasted since the early 90’s. (With about 12” of base)

we have a high traffic volume so u suspect this is to blame and no drainage in the yard so water sits around for a while.
I’ve been measuring and costing it to go 5” with drainage installed with fibres in the concrete but I’m half tempted to put some mesh in too for the relative cost (in comparison to the above and the hassle factor of in potentially 30 years having to do it all again.
 

Wesley

Member
We’ve just put a new track in, mainly for lorries & big slurry tankers. Put down 8” concrete with mesh. No vehicles will be going on it for as close to 8 weeks as we can get.
Recently replaced concrete track that runs in front of our silage pits & thats 7”. An extra inch of concrete is cheap compared to redoing it in the future because you’ve skimped.
 

Sharpy

Member
Livestock Farmer
The subbase isn’t an issue I can put as much stone in as I can shake a stick at extremely cheaply, it’s currently on a 4” concrete thickness and has only lasted since the early 90’s. (With about 12” of base)

we have a high traffic volume so u suspect this is to blame and no drainage in the yard so water sits around for a while.
I’ve been measuring and costing it to go 5” with drainage installed with fibres in the concrete but I’m half tempted to put some mesh in too for the relative cost (in comparison to the above and the hassle factor of in potentially 30 years having to do it all again.
Biggest reason for pad failure is traffic too soon. For artics etc you need to give it a month before use. If not it cracks underneath and these cracks work their way up through the slab over time. You do get high early strength concrete but it is basically just c45.
 

PI Stsker

Member
Mixed Farmer
Location
South West
Biggest reason for pad failure is traffic too soon. For artics etc you need to give it a month before use. If not it cracks underneath and these cracks work their way up through the slab over time. You do get high early strength concrete but it is basically just c45.
That’s going to be the issue and why I’m looking in to doing it in the summer. As this is the ‘main yard’ it’s unavoidable apart from going cross country. Hope for a dry summer and can just drive across a couple of fields to gain access from ‘the back’
I also run lorry’s so finding somewhere to park them up etc is going to be a task especially if it needs about a month!
 
The subbase isn’t an issue I can put as much stone in as I can shake a stick at extremely cheaply, it’s currently on a 4” concrete thickness and has only lasted since the early 90’s. (With about 12” of base)

we have a high traffic volume so u suspect this is to blame and no drainage in the yard so water sits around for a while.
I’ve been measuring and costing it to go 5” with drainage installed with fibres in the concrete but I’m half tempted to put some mesh in too for the relative cost (in comparison to the above and the hassle factor of in potentially 30 years having to do it all again.
100% use mesh if you want it to last. Fibres are no replacement for mesh
 

Pennine Ploughing

Member
Mixed Farmer
Biggest reason for pad failure is traffic too soon. For artics etc you need to give it a month before use. If not it cracks underneath and these cracks work their way up through the slab over time. You do get high early strength concrete but it is basically just c45.
We did half the yard infront of intake pit 6 years ago, I really don't know what concrete they used, but it was dug out on Friday night after 6 pm, levelled, sub base vibration rolled in, screeds set up by 1am, concrete poured at 6.30 Saturday morning, tempted down and left to dry,

Monday morning at 6am 44 tonne lorries were turning and screwing around to get on the in take pit, it gets around 16/18 lorries a day tipping ,
Not a sign of a crack or scuffled top surface,
What concrete would that be ?

Edit, there was steel mesh and fibre in it
 

PI Stsker

Member
Mixed Farmer
Location
South West
We did half the yard infront of intake pit 6 years ago, I really don't know what concrete they used, but it was dug out on Friday night after 6 pm, levelled, sub base vibration rolled in, screeds set up by 1am, concrete poured at 6.30 Saturday morning, tempted down and left to dry,

Monday morning at 6am 44 tonne lorries were turning and screwing around to get on the in take pit, it gets around 16/18 lorries a day tipping ,
Not a sign of a crack or scuffled top surface,
What concrete would that be ?
To be fair I think there’s allot of ‘airing on the side of caution’ when it comes to concrete and weights.
I spoke to a guy I know in the concrete plant where I run some lorry’s in to and he said for the traffic and weight need to be atleast 250mm with mesh and fibres etc, needs to be vibrated and tamped out and needs to be covered and left to cure for a month etc.
I think the reality is there is a correct way to do it following manufacture spec and advice to the letter, and then there’s what the reality is you can get away with. Got to remember the manufacturers will add a percentage of time on for everything to make sure they don’t say yeah be fine after 48 hrs and it’s not and then there liable.

from abit of patch work we did we kept off it for 48 hrs and its not been an issue.
 

SLM

Member
Would think 4 inches would be the minimum but depends on your appetite for risk. If sub base is solid may get away with thinner possibly 3. Old man did all our yard with 4" on about 12" subbase of gathered field stones in late 60s. It has held up ok even with artic lorries having to shunt quite a bit to get turned.

Cost it at 2" depth then 4" and work out whether the cost to replace is worth the saving if it goes wrong. Hows its laid and cured will affect strength in many cases (properly vibrated to get air out and covered for first 28 days to stop it drying out whilst curing).
Would think 4 inches would be the minimum but depends on your appetite for risk. If sub base is solid may get away with thinner possibly 3. Old man did all our yard with 4" on about 12" subbase of gathered field stones in late 60s. It has held up ok even with artic lorries having to shunt quite a bit to get turned.

Cost it at 2" depth then 4" and work out whether the cost to replace is worth the saving if it goes wrong. Hows its laid and cured will affect strength in many cases (properly vibrated to get air out and covered for first 28 days to stop it drying out whilst curing).
It’s over an existing slab of concrete so sub base can’t get much harder than that. It’s more to get a better finish and don’t want to grind down as a few bits of rebar now exposed
 
Location
Suffolk
To be fair I think there’s allot of ‘airing on the side of caution’ when it comes to concrete and weights.
I spoke to a guy I know in the concrete plant where I run some lorry’s in to and he said for the traffic and weight need to be atleast 250mm with mesh and fibres etc, needs to be vibrated and tamped out and needs to be covered and left to cure for a month etc.
I think the reality is there is a correct way to do it following manufacture spec and advice to the letter, and then there’s what the reality is you can get away with. Got to remember the manufacturers will add a percentage of time on for everything to make sure they don’t say yeah be fine after 48 hrs and it’s not and then there liable.

from abit of patch work we did we kept off it for 48 hrs and its not been an issue.
A well compacted base is one keystone. Laying over DPM another and an absolute minimum of 200mm C40 concrete with a maximum 4” slump using a proper slump cone are two more.
F-ing hard work but with the right machinery, workforce and a conscientious mixer wagon drivers things should go ok.
Seek more advice ofer reo and chairs.
SS
 

Sharpy

Member
Livestock Farmer
That’s going to be the issue and why I’m looking in to doing it in the summer. As this is the ‘main yard’ it’s unavoidable apart from going cross country. Hope for a dry summer and can just drive across a couple of fields to gain access from ‘the back’
I also run lorry’s so finding somewhere to park them up etc is going to be a task especially if it needs about a month!
You couldn't do half the yard then the other half later?
 
We did half the yard infront of intake pit 6 years ago, I really don't know what concrete they used, but it was dug out on Friday night after 6 pm, levelled, sub base vibration rolled in, screeds set up by 1am, concrete poured at 6.30 Saturday morning, tempted down and left to dry,

Monday morning at 6am 44 tonne lorries were turning and screwing around to get on the in take pit, it gets around 16/18 lorries a day tipping ,
Not a sign of a crack or scuffled top surface,
What concrete would that be ?

Edit, there was steel mesh and fibre in it
You do get additives that will cut the cure time, like everything it all costs but if benefit is apparent its worthwhile.
 

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