Lazzaroni
Structural
- Feb 2, 2006
- 16
Good afternoon all,
I am working on a marine research facility framed with concrete beams and two-way slabs. Concrete mix values were set per ACI: 0.40 max w/c, 5000psi min, increase in rebar cover, etc. I have included a DCI (corrosion inhibiting) admixture for a few research labs that will be directly exposed to salt water. The contractor is requesting to subtitute a higher strength mix (6-7ksi) in lieu of the DCI. Is there a concrete strength where the DCI is not as effective or may even be elimiated due to the more dense(higher strength) mix?
I am working on a marine research facility framed with concrete beams and two-way slabs. Concrete mix values were set per ACI: 0.40 max w/c, 5000psi min, increase in rebar cover, etc. I have included a DCI (corrosion inhibiting) admixture for a few research labs that will be directly exposed to salt water. The contractor is requesting to subtitute a higher strength mix (6-7ksi) in lieu of the DCI. Is there a concrete strength where the DCI is not as effective or may even be elimiated due to the more dense(higher strength) mix?