• ASTM C618-12

ASTM C618-12

Standard Specification for Coal Fly Ash and Raw or Calcined Natural Pozzolan for Use in Concrete

ASTM International, 02/01/2012

Publisher: ASTM

File Format: PDF

$26.00$52.00


Published:01/02/2012

Pages:3

File Size:1 file , 68 KB

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1.1 This specification covers coal fly ash and raw or calcined natural pozzolan for use in concrete where cementitious or pozzolanic action, or both, is desired, or where other properties normally attributed to fly ash or pozzolans may be desired, or where both objectives are to be achieved.

Note 1 - Finely divided materials may tend to reduce the entrained air content of concrete. Hence, if a fly ash or natural pozzolan is added to any concrete for which entrainment of air is specified, provision should be made to ensure that the specified air content is maintained by air content tests and by use of additional air-entraining admixture or use of an air-entraining admixture in combination with air-entraining hydraulic cement.

1.2 The values stated in SI units are to be regarded as standard. No other units of measurement are included in this standard.

1.3 The text of this standard references notes and footnotes, which provide explanatory information. These notes and footnotes (excluding those in tables and figures) shall not be considered as requirements of the standard.

TABLE 1 Chemical Requirements

Class
N F C
Silicon dioxide (SiO2) plus aluminum oxide (Al2O3) plus iron oxide (Fe2O3),
min, %
70.0 70.0 50.0
Sulfur trioxide (SO3), max, % 4.0 5.0 5.0
Moisture content, max, % 3.0 3.0 3.0
Loss on ignition, max, % 10.0 6.0A 6.0

A The use of Class F pozzolan containing up to 12.0 % loss on ignition may be approved by the user if either acceptable performance records or laboratory test results are made available.

TABLE 2 Physical Requirements

Class
N F C
Fineness:
Amount retained when wet-sieved on 45 μm (No. 325) sieve, max, % 34 34 34
Strength activity index: A
With portland cement, at 7 days, min, percent of
control
75B 75B 75B
With portland cement, at 28 days, min, percent of
control
75B 75B 75B
Water requirement, max, percent of control 115 105 105
Soundness: C
Autoclave expansion or contraction, max, % 0.8 0.8 0.8
Uniformity requirements:
The density and fineness of individual samples
shall not vary from the average established by the
ten preceding tests, or by all preceding tests if the
number is less than ten, by more than:
Density, max variation from average, % 5 5 5
Percent retained on 45-μm (No. 325), max variation,
percentage points from average
5 5 5

A The strength activity index with portland cement is not to be considered a measure of the compressive strength of concrete containing the fly ash or natural pozzolan. The mass of fly ash or natural pozzolan specified for the test to determine the strength activity index with portland cement is not considered to be the proportion recommended for the concrete to be used in the work. The optimum amount of fly ash or natural pozzolan for any specific project is determined by the required properties of the concrete and other constituents of the concrete and is to be established by testing. Strength activity index with portland cement is a measure of reactivity with a given cement and is subject to variation depending on the source of both the fly ash or natural pozzolan and the cement.

B Meeting the 7 day or 28 day strength activity index will indicate specification compliance.

C If the fly ash or natural pozzolan will constitute mor

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