SPYDERLK
Super Star Member
- Joined
- Feb 28, 2006
- Messages
- 10,329
- Location
- VA
- Tractor
- JD2010, Kubota3450,2550, Mahindra 7520 w FEL w Skid Steer QC w/Tilt Tatch, & BH, BX1500
Man, this got stupid
Yeah.
If you actually want to know something about it that is correct, ask Rock Knocker a question.
/pine your post is misleading as it leaves out the first part of the discussion of the water needed for the chemical reaction. Your post is about the excess water remaining in the concrete
Yea, it isn't a very good blog. The fact that cement is a hydrated compound that incorporates water (or OH) in it's structure. There may be excess water in the pour, more likely with lazy finishers without a design mix. A modern high strength design mix may actually have close to zero excess water.
So you had an answer and didnt need to ask a question.:laughing:
You mean like:??:laughing:
The water/cement ratio (design mix) has to be adjusted for the amount of excess water required for applicable "workability" modern design mixes state a minimum and maximum slump...There may be excess water in the pour, more likely with lazy finishers without a design mix. A modern high strength design mix may actually have close to zero excess water.
Good luck placing a conc. mix (that only has enough water required for the hydration of the cement) in a form and around multiple rebars etc....
Well, good.