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dcmac214's avatar
dcmac214
Explorer
Nov 02, 2017

? Concrete Pad Question

How thick a concrete floor/pad is needed to park a 14K 5er?
Not looking to get into arguing over whatever the detailed engineering specifics are. Just want a general idea how much concrete I'll be buying if I decide to concrete the barn floor.
  • riven1950 wrote:
    ivylog wrote:
    Glad you know so much. Last week I had a 12 yard concrete truck put the front tires on 48 hours old concrete...it was a front loader truck. 3000 psi concrete means when fully cured it will support 3,000 lbs / square inch. In 48 hours it's 25% cured. Do the math for a tire with 120 psi in it. In 5 days it's 35-40% cured.
    I started to tell the OP 2 days but said 5 in hopes someone who has never poured concrete would not spout off.
    PS: TT tires have closer to 60 psi in them. In the last 60 days I have pour aprox 50 yards


    Not sure what the PSI in the tire as to do with it. Are you saying a loaded Concrete truck puts the same pressure on the concrete as an unloaded one because the tire PSI is the same? So a 4000 lb TT will have same effect as a 14,000 lb 5th wheeler as long as the tire pressure is the same? I think not.

    All I suggested was that the OP do a google search for concrete cure rates and recommendations for driving on it. You try that and see how many people think it is wise to do as you said.

    If it is my money I would err on the side of caution. You can do as you please.


    I think what he is saying is that each tire has roughly a 36 square inch contact patch so a 14K fifth wheel has approx 11 thousand pound supported by 144 sq inches if you do the math, it comes up to 76 pounds per square inch. A typical 4” slab is usually 3-3500 pounds per square inch weight limit. A 14k fifth wheel won’t even make it breathe hard.

    My fifth wheel sits on a 4” slab with expansion joints. I used just reinforced concrete with no rebar. No cracks in 10 years. That’s pretty much standard here with our hard clay soil. However, I agree with you that due to crappy tension strength of concrete, you should wait before driving a heavy load on it.

    On crappy soil/base it really doesn’t matter how long you wait. It will still crack without structural reinforcement.

    Mark
  • allen8106 wrote:
    I am now in the process of erecting a new building. A combination RV storage and work shop.

    I had a 5" floor poured for my 10,500 lb 5er.

    Good choice! Did you remember to put the in-floor radiant water based heating in that? Maybe, Kansas doesn't warrant the installation of floor heating but there is a big difference in comfort if you work on that floor every day.
  • Grit dog wrote:
    bid_time wrote:
    monkeygirl wrote:
    I am a concrete guy of 30 plus years... make sure it is straight cement content. NO FLY ASH ...
    Really, no Flyash? Maybe you can tell me why that is seeing that every professional organization such as ACI, ASCE, FHA, ACPA, all recommend a minimum of 15% flyash and preferably 25%. And before you comment, maybe you should look up ASR (Alkali-Silica Reactivity). And we won't even talk about GGBFS which is also used at up to 40% cement replacement.


    No fly ash because this is rvnet. The land of ex-experts who don't know what they're talking about....

    I'm in trouble! I've placed probably a half million yards of concrete in bridges, roadways, water tanks and treatment structures and dams, all with fly ash or slag or other pozzolans. C rap. I've been doing it wrong. Can't believe I believed all those specifications and my grad level concrete structures and mix design courses!



    Thanks Grit dog, you made my entire day with that post.
  • In his first post the OP said

    Not looking to get into arguing over whatever the detailed engineering specifics are. Just want a general idea how much concrete I'll be buying if I decide to concrete the barn floor.


    About halfway down the second page the OP posted

    Got what I need for now -- Thanks all!


    Ans yet the argument that the OP specifically wanted to avoid went on for 5 pages. It must be winter.

    CLOSED

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