Hello all,
The contractor is trying to avoid puddling but the EOR is asking for additional concrete backup data that I am a little confused on. Below is the correspondence between the Contractor and the EOR. All help will be really appreciated.
QUESTION:
SUGGESTION:
Will slab puddling be...
I need some ideas to run a trial on trying to obtain a 6000 psi in 12 hours mix. I need 5" +/- 1" slump and i am planning on using polarset, adva 120 and around +/-1000 lbs of cement. Any thoughts?
I just start working for concrete company and i need a little help. i got a request for a tunnel mix design and i made one according to the specs. i received. but i would like to know what you guys think about my mix design.
1 YARD FT3
Cement 450 ASTM...