Designation: C 911 – 99e1
Standard Specification for
Quicklime, Hydrated Lime, and Limestone for Chemical
Uses1
This standard is issued under the fixed designation C 911; 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 (e) indicates an editorial change since the last revision or reapproval.
e1 NOTE—Note 9, Note 10, and Note 11 were editorially re-inserted February 2002.
1. Scope
1.1 This specification covers lime and limestone products
suitable for chemical uses as shown in Table 1. The type
designations signify the following:
Limestone, high-calcium—CL
Limestone, dolomitic—DL
Limestone, magnesian—ML
Quicklime, high-calcium—CQ
Quicklime, dolomitic—DQ
Quicklime, magnesian—MQ
Hydrated lime, high-calcium—CH
Hydrated lime, dolomitic—DH
Hydrated lime, magnesian—MH
Hydrated lime, by-product—BH
NOTE 1—Lime is used in environmental systems when the control of
factors influencing the environment such as gases, liquids and solids is
required.
1.2 The buyer shall designate the use, as listed in Table 1,
and may specify one or more of the type designations in 1.1.
2. Referenced Documents
2.1 ASTM Standards:
C 25 Test Methods for Chemical Analysis of Limestone,
Quicklime, and Hydrated Lime2
C 50 Methods of Sampling, Inspection, Packing, and Mark-
ing of Lime and Limestone Products2
C 51 Terminology Relating to Lime and Limestone (as
Used by the Industry)2
C 110 Test Methods for Physical Testing of Quicklime,
Hydrated Lime, and Limestone2
C 400 Test Method for Quicklime and Hydrated Lime for
Neutralization of Waste Acid2
3. Chemical Composition and Physical Properties
3.1 The requirements for quicklime, hydrated lime, and
limestone for the designated end uses are as shown in Table 1,
and are on the basis of the weight of sample taken at the place
of manufacture, except as noted in footnote B after the
requirement. In this case, the requirement is on a moisture and
carbon dioxide-free basis.
4. General Requirements
4.1 Quicklime shall be reasonably free of unslakable resi-
dues and shall be capable of disintegrating in water to form a
suspension of finely divided material. Rapidity of slaking is
generally a desirable quality.
4.2 The amount of residue shall not exceed that stated in the
physical requirements of Table 1 or as agreed upon between the
manufacturer and the purchaser (the residue is the amount of
material retained on the screen).
5. Sampling and Inspection
5.1 Conduct the sampling, inspection, rejection, retesting,
packing, and marking in accordance with Methods C 50.
NOTE 2—Rags are cooked for the manufacture of paper in a digester
under steam pressure with lime or with lime and soda ash. They are then
washed to eliminate as much of the noncellulose material as possible. A
standard composition without rejection limits is specified for the reason
that lime of either higher or lower total oxides, available lime, calcium
oxide, or calcium hydroxide than the standard, may safely be used under
suitable conditions for the purpose herein specified, depending primarily
upon economic considerations. In the present state of the art, it is believed
that the more serviceable type of specification for the product herein
specified is that which defines a reasonable standard rather than one that
fixes actual rejection limits. It is generally recognized that, other things
being equal, lime meeting this standard is preferable to lime that does not,
and lime surpassing the standard should be considered of premium quality.
NOTE 3—Lime is used in the “milk of lime” or “tank” system of sulfite
pulp manufacture for making the cooking liquor. The milk of lime is held
in solution or suspension in a series of tanks equipped with suitable
agitators. The sulfur dioxide (SO2) is forced or drawn through these tanks
successively. In some cases, the tanks are built on top of each other in the
form of a tower. The contents of the first tank are drawn off when the
liquor has reached a certain strength (3.5 to 6 % total SO2) and the
contents of the second and third tanks progress to the first and second
tanks respectively. The third tank is again charged with fresh milk of lime.
There are other systems of absorption that provide for continuous instead
of intermittent operation. The function of the lime is to furnish the base for
the formation of the bisulfites of calcium and magnesium.
1 This specification is under the jurisdiction of ASTM Committee C07 on Lime
and is the direct responsibility of Subcommittee C07.03 on Industrial Uses.
Current edition approved June 10, 1999. Published July 1999. Originally
published as C 911 – 79. Last previous edition C 911 – 96.
2 Annual Book of ASTM Standards, Vol 04.01.
1
Copyright © ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959, United States.
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NOTE 4—In the manufacture of silica brick, silica in the form of
massive quartzite or quartz conglomerate is ground until the particles are
less than 1⁄4 in. (6 mm) in size. Lime in the form of either slaked or
hydrated lime is then added in quantities varying from 1.5 to 3.0 %
calcium oxide (CaO), with sufficient water to produce about 5 to 7 %
moisture content, and the shapes are molded and dried. They are then
burned in downdraft or tunnel kilns until most of the quartzite has been
converted into tridymite or cristobalite.
NOTE 5—In the softening of water for municipal and industrial sup-
plies, lime is used alone or with coagulant aids to produce a precipitate
that assists in the clarification of water, removal of bacteria, and removal
of hardness. Lime and soda ash may be used together for softening water.
The lime serves as a chemical reagent in water softening. The only useful
constituent of the lime is the calcium oxide content of the quicklime or
hydrated lime capable of reacting with the other chemicals in the water or
added to it. Inert material, besides reducing the value in proportion to its
amount, also makes more sludge to be disposed of for a given amount of
chemical action and thus reduces the capacity of the equipment in which
it is used.
NOTE 6—In addition to water softening, lime is also used for silica
removal from boiler feed-water, and for color removal and clarification of
water for municipal and industrial supplies, for most such applications,
high-calcium lime is preferred. However, for silica removal from boiler
feedwater, dolomitic lime should be employed.
NOTE 7—In manufacture of calcium hypochlorite bleach, lime hydrate
in water suspension is reacted with chlorine. Lime hydrate suitable for this
TABLE 1 Limes and Limestones for Chemical Uses
Use
ASTM
Specifi-
cationA
Notes
Refer-
enced
Approved
Types of
Lime or
Stone
Chemical Requirements, %
CaO
min
CaO,
+MgO
min
SiO2
+Fe2O3,
+Al2O3,
max
MgO,
max
CO2,
max
SiO2+
insolu-
ble
matter,
max
Al2O3 +
Fe2O3,
max
Avail-
able
CaO,
min
Fe2O3,
max
Chemical
Other
Cooking rags C 45 2 CH ... ... ... ... ... ... ... 64.3B ... ...
Cooking rags C 45 2 CQ ... ... ... ... ... ... ... 90.0B ... ...
Sulfite pulp C 46 3 CQ, MQ ... 95.0C 3.0C ... ... ... ... ... ... ...
Sulfite pulp C 46 3 CL, ML ... 95.0C 3.0C ... ... ... ... ... ... ...
Silica brick C 49 4 CH 90C ... ... 2.5C 2.5 3.0C 1.5C ... ... $Free CaO
Silica brick C 49 4 CQ 90C ... ... 2.5C 2.5 3.0C 1.5C ... ... #1.5
Water softening C 53 5 CQ ... ... ... ... ... ... ... 90 ... ...
Water softening C 53 5 CH ... ... ... ... ... ... ... 68.1 ... ...
Other water
treatment
uses
C 53 6 CQ, DQ,
MQ
... 93.0 ... ... ... ... ... ... ...
...
Other water
treatment
uses
C 53 6 CH, DH,
MH
... 93.0C ... ... ... ... ... ... ...
...
P# 0.02C
Carbide C 258 CQ 92C ... ... 1.75C 4.0 2.0C 1.0C ... 0.5 $S 0.2C
available
Grease C 259 CH ... ... ... 1.5 ... 1.0 ... ... 0.5 $Ca (OH)2
$90
Calcium sili-
cate product
C 415 CH 90C ... ... 1.3C 2.5 3.0C 1.5C ... ...
...
Calcium sili-
cate product
C 415 CQ 90C ... ... 1.3C 2.5 3.0C 1.5C ... ...
...
Hypochlorite
(bleach)
C 433 7 CH ... ... ... ... ... ... ... 68 0.3C
...
Hypochlorite
(bleach)
C 433 7 CQ ... ... ... ... ... ... ... 90 ...
...
Industrial waste
treatment
C 826 8 CH
DH
MH
...
$95.0C
... ...
$5.0
... ... ... ... BF > 0.72D
BF > 0.81D
BF > 0.74D
Industrial waste
treatment
C 826 8, 9 BH ... 90.0C ... ... ... ... ... ... ...
...
Industrial waste
treatment C 826 8
CQ
DQ
MQ ... %90.0 ... ... ... ... ... ... ...
BF > 0.93D
BF > 1.06D
BF > 0.93D
Industrial waste
treatment C 826 8, 10
CL
DL
ML ... %90C ... ... ... ... ... ... ...
BF > 0.45D
BF > 0.56D
BF > 0.48D
A These specifications have all been incorporated into the current issue of this specification and are now discontinued. The discontinued specifications are available
through Global Engineering Documents, 15 Inverness Way, East Englewood, CO 80112–5704.
C 45 Specification for Quicklime and Hydrated Lime for Cooking of Rags in Paper Manufacture
C 46 Specification for Quicklime and Limestone for Sulfite Brick Manufacture
C 49 Specification for Quicklime and Hydrated Lime for Silica Brick Manufacture
C 53 Specification for Quicklime and Hydrated Lime for Water Treatment
C 258 Specification for Quicklime for Calcium Carbide Manufacture
C 259 Specification for Hydrated Lime for Grease Manufacture
C 415 Specification for Quicklime and Hydrated Lime for Calcium Silicate Products
C 433 Specification for Quicklime and Hydrated Lime for Hypochlorite Bleach Manufacture
C 826 Specification for Lime and Limestone Products for Industrial Waste Treatment
B Standard composition.
C On a nonvolatile basis.
D BF means Basicity Factor.
C 911
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application should be rapidly reactive, low in sludge-forming impurities,
and particularly low in iron oxide, that may catalyze bleach decomposi-
tion.
NOTE 8—When determining the quantity of liming material for the
neutralization of liquid acidic wastes, use is made of an acid value–ba-
sicity factor relationship. Acid value and basicity factor test methods are
in the Appendix. Calculate the acid value–basicity factor relationship as
follows:
Acid Value 3
56.08
98.08 3
1
Basicity Factor 5
grams of lime or limestone product per litre of acidic waste (1)
NOTE 9—When agreed upon between the manufacturer and the pur-
chaser, the methods for neutralization coefficient as given in Test Method
C 400.
NOTE 10—The chemical requirements for Type BH, shall be deter-
mined by agreement between the manufacturer and the purchaser.
NOTE 11—For limestone, sizing will affect the basicity factor results
and size as shipped shall be determined by agreement between the
manufacturer and the purchaser.
6. Test Methods
6.1 The chemical analyses shall be made in accordance with
Test Methods C 25.
6.2 The physical tests shall be made in accordance with Test
Methods C 110.
7. Keywords
7.1 calcium oxide; calcium silicate; chemical uses; dolo-
mitic hydrated lime; dolomitic lime; dolomitic limestone;
dolomitic quicklime; high calcium hydrated lime; high calcium
limestone; high calcium quicklime; hydrated lime; hypochlo-
rite bleach; industrial uses; industrial waste; lime; limestone;
lime by-product; magnesian hydrated lime; magnesian lime-
stone; magnesian quicklime; quicklime; silica brick; sulfite
pulp
APPENDIXES
(Nonmandatory Information)
X1. TEST METHOD FOR FREE CALCIUM OXIDE IN HIGH-CALCIUM HYDRATED LIME
X1.1 Scope
X1.1.1 This test method covers the determination of the
amount of free calcium oxide (CaO) in high-calcium hydrated
lime capable of being hydrated by steam at atmospheric
pressure.
X1.2 Summary of Test Method
X1.2.1 This test method is based on the principle of gain in
weight of CaO when it is hydrated to form calcium hydroxide
(Ca(OH)2).
X1.2.2 The sample is dried, subjected to steam at atmo-
spheric pressure, again dried, and the gain in weight calculated
to CaO.
X1.3 Apparatus
X1.3.1 Drying Oven, thermostatically controlled, CO2-free
atmosphere.
X1.3.2 Analytical Balance.
X1.3.3 Steam Bath, as shown in Fig. X1.1.
X1.4 Procedure
X1.4.1 Weigh a clean, dry, 10-mL Erlenmeyer flask on an
analytical balance.
NOTE X1.1—Once started, complete the test without interruption.
X1.4.2 Add to the flask, by means of a widestem funnel, 3
FIG. X1.1 Steam Chamber
C 911
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to 5 g of the lime to be tested. Reweigh to get the exact sample
weight.
NOTE X1.2—The flask should be kept stoppered at all times, except
when weighing, drying, or steaming.
X1.4.3 Place the flask in the drying oven that has been
previously heated to 120°C, and maintain at this temperature
for 30 min. Remove, stopper, cool in a desiccator, and weigh.
NOTE X1.3—Oven atmosphere can be kept CO2 free by placing therein
a container of soda lime, quicklime, or other suitable CO2-absorbing
medium.
X1.4.4 Place the flask and the sample in a vigorously
boiling steam bath and steam for 30 min. Protect the flask in
the steam bath by a drip shield during the steaming period.
Remove the flask to the oven, dry for 30 min at 120°C, stopper,
cool in a desiccator, and weigh.
X1.4.5 Record all weighings to the fourth decimal place.
X1.5 Calculation
X1.5.1 Calculate the percentage of water and CaO as
follows:
Free water, % 5 @~W1 – W2!/S# 3 100 (X1.1)
Free CaO, % 5
~W3 – W2! 3 3.114
S 3 100
where:
W1 = weight of sample and flask before drying,
W2 = weight of sample and flask after drying,
W3 = weight of sample and flask after steaming and
drying, and
S = weight of sample.
X2. TEST METHOD FOR DETERMINING ACID VALUE–BASICITY FACTOR RELATIONSHIP
X2.1 Scope
X2.1.1 This test method covers determination of the quan-
tity of liming material required for the neutralization of liquid
acid wastes.
X2.2 Summary of Test Method
X2.2.1 The relationship is based on the basicity factor of the
liming material and the acid value of the liquid acidic waste.
X2.2.2 The basicity factor of a liming material is a measure
of the alkalinity that avoids dependence on chemical analysis.
Basicity factor is grams of calcium oxide equivalent per gram
of lime or limestone product and may be used for comparing
the relative neutralizing values of the various liming materials
for treating acid wastes.
X2.2.3 The acid value is an expression of grams of sulfuric
acid equivalent per litre of acid waste.
X2.2.4 The determination is related on a stoichiometric
basis to lime neutralization requirements of a liquid acid waste.
Unless otherwise stated, neutralization is interpreted to occur at
a pH of 8.40.
X2.3 Procedure
X2.3.1 Basicity Factor—Weigh 1 g 6 1 mg of the sample
that has been prepared to pass a No. 100 (150-µm) sieve and
transfer to a 500-mL Erlenmeyer flask containing approxi-
mately 20 mL of cold water. (For quicklime samples, heat to
boiling to ensure complete slaking). Add from a buret 100 mL
of 0.5000 N sulfuric acid and stopper with a two-hole rubber
stopper. Place the flask on a hot plate and boil for 15 min.
(Glass beads may be added to prevent bumping.) Remove the
flask from the hot plate and cool in water. Add several drops of
phenolphthalein indicator solution and titrate the excess acid
with 0.5000 N potassium hydroxide solution. Calculate the
basicity factor as follows:
Basicity factor 5 @~V1N1 2 V2N2!/W# 3 0.028 (X2.1)
where:
V1 = H2SO4(mL) required for titration of the sample,
N1 = normality of H2SO4,
V2 = KOH solution (mL) required for titration of the
excess acid,
N2 = normality of KOH solution, and
W = sample (g).
NOTE X2.1—A water-cooled condenser with a tapered, ground-glass
joint and a magnetic stir plate may be used during the boiling step.
X2.3.2 Acid Value—Pipet 10 mL of the sample of acidic
waste into a 250-mL Erlenmeyer flask. (This quantity may be
increased or decreased depending on the strength of the acidic
waste.) Add an excess of 25 to 30 mL of 0.5000 N potassium
hydroxide solution and boil for 3 min. Filter through a small
Büchner funnel with the aid of vacuum. Wash the residue on
the funnel with water. Add several drops of phenolphthalein
indicator solution to the filtrate and titrate the excess potassium
hydroxide with 0.5000 N sulfuric acid solution. Calculate acid
value as follows:
Acid value 5 @~V1N1 2 V2N2!/V# 3 0.049 (X2.2)
where:
V1 = KOH solution (mL) required for titration of the
sample,
N1 = normality of KOH solution,
V2 = H2SO4(mL) required for titration of the excess KOH
solution,
N2 = normality of H2SO4, and
V = sample (mL).
X2.3.3 Relationship of Acid Value to Basicity Factor—
Calculate the acid value–basicity factor relationship as follows:
Acid value 3
56.08
98.08 3
1
basicity factor (X2.3)
5 lime ~g! or limestone product per litre of acidic waste.
NOTE X2.2—When agreed upon between the manufacturer and the
purchaser, Test Method C 400 may also be used.
C 911
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C 911
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