ASTM C602-95a(2001)
(Specification)Standard Specification for Agricultural Liming Materials
Standard Specification for Agricultural Liming Materials
SCOPE
1.1 This specification covers agricultural liming materials, such as burnt lime (quicklime), hydrated lime, limestone, (calcitic and dolomitic), marl, shells, and byproducts including slag, and other materials.
1.2 The following precautionary caveat pertains only to the test method portion, Section 8: This standard does not purport to address all of the safety concerns, if any, associated with its use. It is the responsibility of the user of this standard to establish appropriate safety and health practices and determine the applicability of regulatory limitations prior to use.
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Designation: C 602 – 95a (Reapproved 2001)
Standard Specification for
Agricultural Liming Materials
This standard is issued under the fixed designation C 602; the number immediately following the designation indicates the year of
original adoption or, in the case of revision, the year of last revision. A number in parentheses indicates the year of last reapproval. A
superscript epsilon (´) indicates an editorial change since the last revision or reapproval.
This standard has been approved for use by agencies of the Department of Defense.
1. Scope 4. Chemical Classifications
1.1 This specification covers agricultural liming materials, 4.1 Agricultural liming materials shall be classified in terms
such as burnt lime (quicklime), hydrated lime, limestone, of calcium carbonate equivalent (C.C.E.), as shown in Table 1.
(calcitic and dolomitic), marl, shells, and byproducts including
NOTE 1—Marl and some byproduct liming materials are used for
slag, and other materials.
neutralizing soil acidity, but due to their varying composition, their
1.2 The following precautionary caveat pertains only to the
chemical limits are not included. In some economic circumstances
test method portion, Section 8: This standard does not purport limestone, slag, and shells of less than 80 % C.C.E. may be used.
to address all of the safety concerns, if any, associated with its
5. Sieve Analysis Classifications for Agricultural
use. It is the responsibility of the user of this standard to
Limestone
establish appropriate safety and health practices and deter-
5.1 Agricultural limestone shall be classified according to
mine the applicability of regulatory limitations prior to use.
the minimum percentages passing the No. 8 (2.36-mm) and
2. Referenced Documents
No. 60 (250-µm) sieves conforming to Specification E11,as
2.1 ASTM Standards: shown in Table 2.
C25 Test Methods for Chemical Analysis of Limestone,
NOTE 2—Theseclassificationsapplywheretheagriculturallimestoneis
Quicklime, and Hydrated Lime
obtained by the normal crushing procedure and the product contains the
C 125 Terminology Relating to Concrete and Concrete
fines of fracture. In some economic circumstances, coarser products are
Aggregates used.TheNo.60(250-µm)sievewasselectedbecauseresearchhasshown
that this sieve gives a more accurate representation of the particle size
D 3176 Practice for Ultimate Analysis of Coal and Coke
distributionofmostagriculturallimestonespresentlyproducedthanafiner
E11 Specification for Wire-Cloth and Sieves for Testing
5 or coarser sieve. The No. 8 (2.36-mm) sieve is used to control the upper
Purposes
limit on the amount of coarse limestone particles that may be in the
product.
3. Terminology
3.1 Definitions:
6. Sieve Analysis Classifications for Agricultural Slag
3.1.1 agricultural liming material—a product whose cal-
6.1 Air-Cooled Blast-Furnace Slag—Air-cooled blast-
cium and magnesium compounds are capable of neutralizing
furnace slag shall be classified the same as agricultural
soil acidity.
limestone as shown in Section 5.
3.1.2 air-cooled blast-furnace slag and granulated blast-
6.2 Granulated Blast-Furnace Slag—Granulated blast-
furnace slag—air-cooled blast-furnace slag and granulated
furnace slag shall be classified in accordance with the mini-
blast furnace slag as defined in Terminology C 125.
mum percentages passing the No. 8 (2.36-mm) and the No. 60
3.1.3 calcium carbonate equivalent (C.C.E.)—the acid-
(250-µm) sieves.
neutralizing capacity (of an agricultural liming material) of the
material expressed as weight percent of calcium carbonate.
7. Particle Size Requirements for Hydrated Lime and
Burnt Lime
7.1 Hydrated lime and burnt lime for agricultural use shall
This specification is under the jurisdiction ofASTM Committee C07 on Lime,
and is the direct responsibility of Subcommittee C07.03 on Industrial Uses. be classified in accordance with the minimum percentages
Current edition approved Nov. 10, 1995. Published February 1996. Originally
passing the No. 8 (2.36-mm) and No. 60 (250-µm) sieves, as
published as C 602 – 67 T. Last previous edition C 602 – 95.
follows:
Annual Book of ASTM Standards, Vol 04.01.
Annual Book of ASTM Standards, Vol 04.02
Annual Book of ASTM Standards, Vol 05.05.
Annual Book of ASTM Standards, Vol 14.02.
Copyright © ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959, United States.
C 602 – 95a (2001)
TABLE 1 Agricultural Liming Materials
tube, place these subsamples in a pail and then mix them by
Calcium Carbonate passing through the riffle three times, recombining the splits
Material Equivalent (C.C.E.),
between each pass. After the third pass, by means of the riffle,
percent
reduce the sample to 2 lb (0.92 kg) and place in a labeled, dry
Burnt lime not less than 140
samplecontainer.Mixandreducethesamplerapidlytoprevent
Hydrated lime not less than 110
Limestone not less than 80 either loss or absorption of moisture.
Slag not less than 80
8.1.2.3 Ground Limestone, Slag, Shells, and Marl, in
Shells not less than 80
Bags—Proceed as in 8.1.2.2.
8.1.2.4 Ground Limestone, Ground Burnt Lime, Hydrated
TABLE 2 Classification for Agricultural Limestone
Lime, Slag, Shells, and Marl, in Bulk—Take at least ten
Passing No. 8 Passing No. 60 subsamples,representativeofthelot,fromthelot(car,truck,or
Class (2.36-mm) (250-µm)
stockpile), using the sampling tube. If possible, the tube should
Designation Sieve, min, Sieve, min,
be inserted to its full length, given a one-half turn and then
percent percent
removed. If the material is too hard for use of the probe, dig
S 100 100
T99 75 holes distributed over the entire surface of the mass, to a depth
O95 55
of about 2 ft (610 mm) and from the sides of the hole take
N90 40
approximately 1-pt (473-cm ) subsamples. Collect the sub-
E80 25
samples in a pail and mix the sample by passing through the
riffle three times, recombining the splits between passes. After
the third pass, by means of the riffle, reduce the sample to 2 lb
Min. %
(0.92 kg) and place immediately in a labeled, dry sample
Passing Sieve No. Hydrated Lime Burnt Lime
container. Mix and reduce the sample rapidly to prevent loss or
8 (2.36 mm) 100 95
absorption of moisture. When the sample is too wet for
60 (250 µm) 97 35
adequate field mixing and reduction, the entire sample is dried
8. Sampli
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