Concrete Parking
Posted by Craig from Baton Rouge, LA, US on November 13, 2006
Im pouriing 80k sqft for truckstop parking. I was looking at 8″, 4000 psi , fibermesh, with keyway joints. Is this over kill, or not enough?
I have to decide soon, as time and cost are factors.
You will require a mix design by a local engineering firm familiar with your particular area, freeze-thaw, etc.
I assume you have also looked at RCC with fiber? Visit pca.org and concrete.org and look at the cost benefit of 80,000 sq. ft. of RCC placement vs. slump concrete with steel reinforcement.
