// CODE SNIPPET
1904.4.1 Air Entrainment
Related Code Sections
1904.4.1 Concrete, Air Entrainment
Concrete exposed to freezing and thawing while moist shall be air entrained in accordance with ACI 318, Section 4.4.1 ...
Building Code 2009 of Alabama > 19 Concrete > 1904 Durability Requirements > 1904.4 Freezing and Thawing Exposures > 1904.4.1 Air Entrainment
R402.2 Foundations, Concrete
as indicated in Table R301.2(1) shall be air entrained as specified in Table R402.2. The maximum weight of fly ash, other pozzolans, silica fume ...
18.104.22.168 Concrete: Design and Durability Requirements,
Normalweight and lightweight concrete subject to freezing-and-thawing Exposure Classes F1, F2, or F3 shall be air entrained. Except as permitted ...
Building Code Requirements for Structural Concrete of Alabama > 19 Concrete: Design and Durability Requirements > 19.3 Concrete Durability Requirements > 19.3.3 Additional Requirements for Freezing-And-Thawing Exposure > 22.214.171.124
1904.2 Concrete, Nonstructural Concrete
) for Class F0; 3,000 psi (20.7 MPa) for Class F1; and 3,500 psi (24.1 MPa) for Classes F2 and F3. Nonstructural concrete shall be air entrained ...
Building Code 2015 of Alabama > 19 Concrete > 1904 Durability Requirements > 1904.2 Nonstructural Concrete
126.96.36.199 Construction Documents and Inspection, Admixtures
) Producing flowing concrete: ASTM C1017. (3) Air entrainment: ASTM C260. (4) Inhibiting chloride-induced corrosion: ASTM C1582. (b) Admixtures ...
Building Code Requirements for Structural Concrete of Alabama > 26 Construction Documents and Inspection > 26.4 Concrete Materials and Mixture Requirements > 26.4.1 Concrete Materials > 188.8.131.52 Admixtures