Need a sidewalk done want it professional not what 6 guys with 8 dozen beer can do :d
Hired someone thanks for looking
I am only one guy but will do it for 7 dozen beer. :d:dNeed a sidewalk done want it professional not what 6 guys with 8 dozen beer can do :d
I am only one guy but will do it for 7 dozen beer. :d:d
Murm,
If you are happy with the work can you PM the name of the company.
While I'm at it, I will make another go of it here as well.
I have an 18' x 22' addition to do to my garage. I have engineered drawings for the concrete work. 5" to 6" concrete slab on grade. 25MPa. 10mm x 24" rebar tied into existing slab every 32" O/C with adhesive. Thickened edges. Sawcut. Easy Bobcat access.
Here is my caveats:
Do not come and create some arbitrary number out of your head.
Do not add 20% just because you see my toys. I have worked VERY hard for what I have.
Do not keep making appointments you can't keep. If truly interested, show it.
Do not pretend you know concrete.
Do not ask for money up front or to "borrow my tools".
Just looking for honest, straightforward work at an honest price and of good quality. I'm a fair and honest guy too. I thought this year would be better but I seem to keep getting the wrong people/companies.
Anyone interested shoot me a PM.
Work could be started within the next month.
Depending on what you are putting the garage(load wise) i would use welded wire mesh, comes in 7'6"x20' sheets with 6" centers.(extremely good for crack control and comes in several different gauges) I reinforce concrete for a living (GF with Harris rebar). Anyway, tighter grid usually means less chance on cracking, provided it it sealed and cured properly. Finishing concrete is a talent for sure....made easier with todays technology. 10M @ 24" seems like a big spacing to me....just saying, wouldn't be my garage pad.10 M @ 12" for sure if I was doing rebar.Good luck.
No offence but have you seen pads 10-15-20 years down the road that just use mesh compared to rebar? I can pretty much tell what a pad has in it buy the shape, whether it's nothing, mesh, or rebar, and I can tell you right now nothing and mesh look VERY similar. Mesh will prevent very small cracks but that's it. It will not stop the concrete from shifting and breaking up bad, rebar will (for the most part). The best thing is rebar and mesh tied together, but really mesh isn't that much help. Mesh will not stand up in Alberta's climate in a non heated pad that sees frost, heaving, etc rebar is a MUST.
Personally, if it was my pad I would be doing 6" thick, 5/8 rebar on 12" centers. If the ground was not very good, would be adding a pile per 75 SQ/FT.
I've personally seen a loaded Tractor easily 30,000lbs drive on and turn one pad i've done 4" thick with rebar on 2' centers and it did nothing to the pad. Concrete is VERY strong if done right and it has a good base.
No offence taken but there is mesh made out of #2 bar that will hold up to just about anything(installed it in machine shop at diamond mine in Snapp Lake,N.W.T, gets cold up there). I've seen several columns 4' in diameter that are supposed to have 65 mpa concrete get jack hammered out because it's a bad mix.Alot of the time it depends on the engineer. I agree one hundred percent on the 15 M @ 12" in the 6" slab (25-30 mpa). Concrete is Very strong in compression only...just saying. Sorry about the hi-jack.Cheers
I looked into the fibre too and was told that it is not good for climate because we actually need room for expansion and contraction. Fibre does not allow this...at least for pads anyway. Great for warmer climes though.
Although the engineer did up the plans (as required by the city) I am completely open to suggestions by those of you who have practical experience. This is what I wish some of the gys showing up would do. Offer real suggestions based on good experience. Any of you guys interested in quoting, let me know.
Mine is not done yet hopefully sometime this week I will keep you informed