Holy ****, am I glad that pour is behind us. In addition to requiring a huge amount of work and thought, it was our first placement on LiteDeck and to be honest, I was nervous.
It turns out my worrying was for naught - the placement went off without a hitch.
We started by filling the beams and voids to the top of the beams and vibrating thoroughly. We used a 4,000 psi non air entrained mix with a midrange that allowed us a 5" slump. The stuff flowed beautifully and I'm confident we have excellent fill and consolidation.
We had two vibrators going to make sure we could keep up with the placement rate and not miss an area.
This is what happens when the job foreman wants to get a photo of the rare occurrence of the boss actually working and yells 'HEY!'
After the beams are filled, the LiteDeck is just another 3" slab. Build your wet pads and start rodding.
We built in about 3/8" of slope over the cantilever to accommodate expected deflection. The finishers thought I was nuts when I told them what I wanted.
Next comes bull floating
We got the first truck about 7:30 and by 9:30 the concrete was in and I was breathing easier.
If you wait until the concrete sets up enough to support your weight, the hand work will be a lot harder so the guys walk out on pieces of board insulation. They make knee boards to do this but sometimes simpler is simpler.
Next we put a 36" power trowel on with float blades. The mix set at a very uniform rate though there was a fair amount of bleed water, which was not surprising given the foam and depth of concrete. It was raining underneath as well.
Here's a shot of the infamous shower drain area. The LiteDeck is rated for a 3" overlay and we pushed it a bit under the shower. It held up but there were a couple seams that tried to open up.
After the LiteDeck was in, we moved on to the 'roofs' over the ductwork crawl spaces. I figured we use any excess for the crawlspaces and then order a balance.
I actually figured the LiteDeck concrete pretty close. I came up with 20 cy or two trucks. I stressed a little that we'd run short (Yikes - cold joints) but we had about 2 wheelbarrows extra.
Another 5 yards and crawl spaces were done as well. The top of these slabs is at sub grade elevation so we'll install 2" of rigid and then the finished 4" slab on grade.
The finishers were off the slab by 2:00. Since the slab will be covered by flooring, I wanted a steel troweled finish short of burnished. We covered it up with curing blankets and will leave it be for the next 7 days.
After that we'll remove the curing and strip the shoring. My engineer wanted 3000 psi concrete so naturally I used 4000. If I get the average of 70% in seven days, I'll be pretty much at full design strength.
With the slab behind us the carpentry crew moved on to the next project. Remember when I said we were done foundation work? Well, I forgot about an architectural 'heat storage' wall in the garage that needs a footing.
It's inside the building, so frost isn't a concern. We'll put the top of the footing just under the slab and place the slab right over it.