fredPE
Structural
- Apr 10, 2007
- 25
On a recent project, there was a mix-up on some exterior architectural concrete elements where air entrainment inadvertantly got left out of the concrete. What would be the mitigation for this (short of removal and replacement) . . . the concrete supplier is suggesting a penetrating sealer to be applied to prevent water from building up in the concrete. Is this sufficient, and how often will the sealer have to be reapplied? Will the sealer change the appearance of the concrete.
I realize that the contractor is getting away from pouring his air entrained mix and putting more work on the owner to maintain the concrete for the life of the structure, and we can handle that part of it with money if needed.
Also, I have heard somewhere (I think college) that air entrainment is only "technically" required on horizontal exterior surfaces, and I believe that this is relatively common belief, as the contractor and concrete supplier are both saying it as well. Reading ACI 318-08 and later, table 4.2.1 has different exposure categories now and requires air for vertical surfaces exposed to soil (which is what I have always done, but it seems that this is codified now - exterior footings, stemwalls, retaining walls all shall get a specific amount of air entrainment). So is am I the only one to here the urban legend about horizontal surfaces requiring air entrainment?
Finally, the structure is in a pretty moderate climate (west side of cascades in Washington State) . . . it gets below freezing during the winter on occasion, but it isn't like it is the midwest. Does the climate region ever come into play regarding the exposure categories?
I realize that the contractor is getting away from pouring his air entrained mix and putting more work on the owner to maintain the concrete for the life of the structure, and we can handle that part of it with money if needed.
Also, I have heard somewhere (I think college) that air entrainment is only "technically" required on horizontal exterior surfaces, and I believe that this is relatively common belief, as the contractor and concrete supplier are both saying it as well. Reading ACI 318-08 and later, table 4.2.1 has different exposure categories now and requires air for vertical surfaces exposed to soil (which is what I have always done, but it seems that this is codified now - exterior footings, stemwalls, retaining walls all shall get a specific amount of air entrainment). So is am I the only one to here the urban legend about horizontal surfaces requiring air entrainment?
Finally, the structure is in a pretty moderate climate (west side of cascades in Washington State) . . . it gets below freezing during the winter on occasion, but it isn't like it is the midwest. Does the climate region ever come into play regarding the exposure categories?