Concrete footing question

[joeu235]

Hello people more knowledge about concrete than me. Is this steel enough for my cattle guard footings? Do i need something going vertical on the outer section?

 

[jfh28]

looks like you have 3 - #4 or 5 bars which for a footing should be fine.......rebars require min of 3" of concrete cover to prevent corrosion and should be placed in the bottom third of the depth of the footing....purpose is so footing can span any voids or soft spots in ground as steel adds tensile strength to the concrete.....concrete is great in compression but lousy in tension......not sure exactly what your final project is but some vertical bars in the cheek wall section will only help.....again 3" min concrete cover......in this case they would be placed in the center of the width of the wall.......if you are adding any masonry on top of the concrete wall then extend them past the finished surface so they can be used to tie in the block if not then stop them 3" below the finished surface....don't forget to send pics of the finished product.........Jack

 

[joeu235]

Thank you for the feedback! For the vertical pieces in the cheek, i understand they need to be in the middle. Can i tie them off to each side of the forms with wire so the stay put? Or can i just push them in right after the pour?

 

[joeu235]

The footings are to support a cattle guard

 

[Streetcar]

After seeing the cattle guard, which looks nice, I would put longitudinal rebar in 6 inch on center. Transverse rebar 12 in on center. Semi trucks will be a heavy load

 

[Streetcar]

How thick is your foundation
Can you get stirrups or loop rebar.
Rebar shown in plans helps with bending loads but not shear. Stirrups work for shear

 

[Gary Fowler]

I would put vertical bars in the "cheek" section on 12" centers then also tie in horizontal bars to the verticals with at least 2 horizontal runs, one along the bottom about 3" from the bottom and one at the top also 3'' from the top of concrete.. It would have been much better to have bent L shapes on the lower section to extend upward in the cheek section so all would have been one piece. Since this didn't happen, You could now bend the vertical bars into an L shape and overlap the lower rebar by at least 20 diameters of the bar used (I.E. 1" bar would overlap 20"), tie all the rebar sections together securely with tie wire. It is common practice to keep the rebar spacing at least 2" from the surface by using concrete blocks of similar strength to the concrete being poured that are tied to the rebar and rest against the form. By using concrete blocks, there is no exposed wire to rust and cause issues with the concrete spalling years later.

You can make these yourself with Portland cement/sand mix by pouring it into a 2" deep form, then scarring the pour into a 2" checkerboard with a trowel after the concrete has set but not hardened. You can also insert a tie wire loop into each block if you want so it can be tied securely to the rebar. Also I think many concrete suppliers sell these blocks.

 

[EddieWalker]

Looks good so far. I would pound some rebar into the ground in the middle of the form to give something to attach the horizontal rebar to. Make it look kind of like a pipe fence.

The most important part of this is that when you mix your concrete, that it doesn't have too much water in it. Excess water is the number one reason for cracking. Rebar is to hold the concrete together after it cracks, and add strength to the concrete by giving it something to grab to. Water increases volume that leaves a void when it evaporates. That void causes cracking. Do a slump test to see if you are too wet. It doesn't have to be accurate, but your concrete should retain some shape from the test and not just spread out without retaining any of the shape of the bucket or cup or whatever you decide to use for the test.

 

[Tractor Seabee]

Hard to determine adequacy w/o knowing the traffic loading. If you need HS 20 load capacity (highway standard for semi trucks, concrete trucks, etc) highly recommend you get a civil or structural engineer to take a look at your design. Traffic like crossing that also creates some dynamic loads. Tearing it out and replacing it will be exponential $s of an engineer fee if it fails in use. 5000 PSI concrete with air entrainment and water reducing additive would be indicated at 3" slump.

Ron

 

[joeu235]

Thanks for the input Ron and everyone else. The cattle guard is on a private gravel road that will see concrete trucks maybe three times in my lifetime. Otherwise its daily vehicles and me pulling a 20K trailer once a month.

I found design criteria for cattle guard footings on the National Forestry Service website. They have a worksheet that takes into account soil type and expected loads and a formula that spits out the required square footage of the footing.

Hopefully 5 years from now my wife isn't hauling ***** to the nail salon too often and breaks the footing. But I'm willing to take risk that I will have to tear it out and replace.