boffintech
Civil/Environmental
- Jul 29, 2005
- 469
I understand the PCA definition of "flash set". However, I've got a normal weight 4000psi mix (low shrinkage well graded aggregate flex strength of 700psi at 56-days). The last slab-on-grade (7-inch thick and 25,650ft2) placement suffered from a couple of small areas of what appeared to be flash set. But these areas were only about a truck load in size. The concrete plant is on-site so it's a short haul but the min. 70 revolutions for mixing is obtained at the rack with 20-21 revs./minute and 4-5 minutes at the rack. I don't see how this can be a true "flash set" which is a cement milling QC problem when the +500yds3 didn't appear to have any problems. Using a laser temp doohickey I read a 4-5F degree difference in the areas flashing (84-85F) and the adjacent plastic areas(80F). All of the trucks were chipped out about 3-weeks ago and were subsequently inspected. The slumps on the trucks appear to be consitant. It was a night pour with placement lasting 6 hours from 1am to 7am with air temps around 65-75F and humidity around 80%. Flashing areas approximately 6th and 14th truck with 7-trucks round tripping. FF/FL of 50-35 specified and a couple of "hot spots" super complicate achieving the numbers.
What else causes these hot-spots?
What else causes these hot-spots?