Even though it struck me as being unusually thin I never actually measured the thickness of the exposed floor. At the time it didn’t matter, but thinking back, I’ll say that 2” over a ridge is generous. I am pretty sure that the rebar was #5. Rebar is assigned a number based on the 1/8s it has in its diameter – a #5 has 5 eighths and is 5/8 in diameter. It also wasn’t the corrosion resistive epoxy or plastic coated rebar used today; it was just plain steel.
The concrete didn’t appear to have any large pieces of aggregate in it. Usually, when concrete from that era of construction is cut with a wet saw, as it was in this case, the saw also cuts right through the large 25 cent quarter sized gray-black crushed stone or the white-yellow gravel that’s used for aggregate and it’s all very visible. There were no pieces that large.
I will admit that I don’t know a whole lot about concrete, but I believe I have been around heavy construction long enough and have seen enough to know a little about concrete, it’s aggregate and the practices of the trades involved. As I stated before, a few months ago, it’s general practice for contractors to hire inspection firms to monitor the building process. I believe I explained the welding and fireproofing inspections. For concrete they’ll do the slump tests on each load of concrete that’s delivered, take samples, record temperature and do other quality checks before accepting or rejecting the load. They will also take core samples, and actually drill cores out of random sections of floor that have dried and begun curing. Those samples are sent to labs and checked for strength and composition. The first thing that’s checked on a core sample, while it’s still on site and even before it’s tagged and sent to the lab, is the position of the aggregate. If it’s all at the bottom the masons over-vibrated the pour. Concrete has to be vibrated so that it fully encapsulates the rebar and fills every nook and cranny. Too much vibrating causes the aggregate to sink to the bottom.
Now-a-days thin white nylon fibers have replaced stone, gravel and cinder on ‘lightweight’ concrete. These fibers are hair like, very thin, but nearly invisible, so small amounts of special colored fibers, usually a different color every concrete load, is added to the mixing truck for the core test to be conducted properly.
I don’t know a whole lot about concrete, and I’m no expert, but I do know I didn’t see any large pieces of aggregate or any substantial thickness.
I also had occasion to visit a motor room floor. In my opinion, the concrete on the motor room floors must have been very thick, 8 – 10 inches thick at least, to allow for the long and heavy ½ inch and larger fasteners that held the air handling units, fans, transformers and heat exchangers. If the Trade Center had motor room floors like other tall buildings the floor also had more and larger sized rebar. That’s really just a guess, but a safe guess.
In response to your question about my still ongoing dust analysis search I have not found anything confirming bomb or explosive residue from the 9-11 event. There is a lot of speculation, mountains of it in fact, but nothing that confirms it like the other events I have mentioned in this thread. I'm still looking.
In my numerous discussions with ironworkers employed at the Trade Center during the original construction period I have learned that one of the links offered in these threads:
http://misternet.org/nerdcities/WTC/WTC_ch5.htm has an inaccuracy that may be causing some confusion.
In Section 5.2.2. Structural Framing there is a click here link just above figure 5-4 that brings readers to the truss controversy. The writers are correct that there are beams, not trusses, in the photos shown; but those beams are not typical of the floor framing that was used, and those beams were only used in the ‘belly bands’ of the building, not from bottom to top.
‘Belly bands’ is structural slang for sections of a structural steel building, and should not be confused with the ornamental and architectural belly band term for the wood molding nailed horizontally to wood frame houses. In structural steel frame construction certain floors are selected for extra reinforcement, more steel (in this case beams instead of trusses) and thicker concrete. Those ‘belly bands’ will usually divide the building into sections helping the structure dampen wind load and also allow for the creation of motor rooms. From talking with ironworkers that worked there those are ‘belly band’ beams in the pictures and were not typical of the floor system; the Trade Center had a half dozen or so belly bands in each tower.
Yes, those are beams and not trusses; but it's a mistake, and probably an honest one, to see them and think they were typical through the structure.