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ASTM C1097-06a

(Specification)

Standard Specification for Hydrated Lime for Use in Asphalt Cement or Bituminous Pavements

Standard Specification for Hydrated Lime for Use in Asphalt Cement or Bituminous Pavements

SCOPE
1.1 This specification covers high calcium, dolomitic and magnesian-hydrated lime for use in asphalt cement or bituminous pavement.Note 1
Hydrated lime, either calcitic, dolomitic, or magnesian, improves bonding of bitumen and aggregates which reduces susceptibility to moisture damage, reduces age hardening by chemically stabilizing polar compounds found in asphalts, and increases initial stiffness of asphalt mixtures.Note 2
No attempt is made to present requirements for any by-product lime.
This standard does not purport to address the safety concerns 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.

General Information

Status
Historical
Publication Date
14-Nov-2006
ICS
93.080.10 - Road construction
Technical Committee
C07 - Lime and Limestone
Drafting Committee
C07.02 - Specifications and Guidelines
Current Stage
Ref Project

Relations

Replaces
ASTM C1097-06 - Standard Specification for Hydrated Lime for Use in Asphalt Cement or Bituminous Pavements
Effective Date
15-Nov-2006
Replaced By
ASTM C1097-07 - Standard Specification for Hydrated Lime for Use in Asphalt Cement or Bituminous Pavements
Effective Date
15-Jun-2007
Referred By
ASTM C911-19 - Standard Specification for Quicklime, Hydrated Lime, and Limestone for Selected Chemical and Industrial Uses
Effective Date
15-Nov-2006

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ASTM C1097-06a - Standard Specification for Hydrated Lime for Use in Asphalt Cement or Bituminous PavementsASTM C1097-06a - Standard Specification for Hydrated Lime for Use in Asphalt Cement or Bituminous Pavements
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ASTM C1097-06a - Standard Specification for Hydrated Lime for Use in Asphalt Cement or Bituminous Pavements
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NOTICE: This standard has either been superseded and replaced by a new version or withdrawn. Contact ASTM
International (www.astm.org) for the latest information.
Designation: C 1097 – 06a
Standard Specification for
Hydrated Lime for Use in Asphalt Cement or Bituminous
1
Pavements
This standard is issued under the fixed designation C 1097; 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.
1. Scope* Bituminous Paving Mixtures
1.1 This specification covers high calcium, dolomitic and
3. Chemical Requirements
magnesian-hydrated lime for use in asphalt cement or bitumi-
3.1 For definitions of terms used in this specification, refer
nous pavement.
to TerminologyC51 or TerminologyD8.
NOTE 1—Hydrated lime, either calcitic, dolomitic, or magnesian, im-
3.2 Hydrated lime for use in bituminous paving mixtures
proves bonding of bitumen and aggregates which reduces susceptibility to
shall conform to the following chemical composition:
moisture damage, reduces age hardening by chemically stabilizing polar
Calcium and Magnesium Oxides (on an LOI-free basis, 90.0
compounds found in asphalts, and increases initial stiffness of asphalt
minimum % )
mixtures.
Carbon Dioxide (taken at point of manufacture, 5.0
NOTE 2—No attempt is made to present requirements for any by-
maximum % )
product lime.
Unhydrated Calcium and Magnesium Oxides (maximum% ) 5.0
Free Moisture of Dry Hydrates (taken at point of manufac- 2.0
1.2 This standard does not purport to address the safety
ture, maximum %)
concerns associated with its use. It is the responsibility of the
3.3 The chemical analysis of the hydrated lime shall be
user of this standard to establish appropriate safety and health
determined in accordance with Test MethodsC25.
practices and determine the applicability of regulatory limita-
tions prior to use.
4. Physical Requirements
4.1 Hydrated lime, either dry or slurry form, shall not have
2. Referenced Documents
2 more than 3.0 % retained on a No. 30 (590 µm) sieve and not
2.1 ASTM Standards:
more than 30 % retained on a No. 200 (74 µm) sieve.
C25 Test Methods for Chemical Analysis of Limestone,
Quicklime, and Hydrated Lime
NOTE 3—Specification D 242 also contains physical specifications for
hydrated lime. Specification D 242 includes four size gradations, ex-
C50 Practice for Sampling, Sample Preparation, Packag-
pressed as percent passing the sieve. For the two size gradations included
ing, and Marking of Lime and Limestone Products
in both Specification D 242 and Specification C 1097, the specifications
C51 Terminology Relating to Lime and Limestone (as used
are the same.
by the Industry)
4.2 The particle size of hydrated lime shall be determined in
C110 Test Methods for Physical Testing of Quicklime,
accordance with Test MethodsC110.
Hydrated Lime, and Limestone
D8 Terminology Relating to Materials for Roads and Pave-
NOTE 4—Some hydrated limes may require a full 30-min wash time.
ments
NOTE 5—T
...

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This specification covers high calcium, dolomitic and magnesian-hydrated lime for use in asphalt cement or bituminous pavements. Hydrated lime, either dry or slurry form, shall conform to the chemical composition requirements for calcium and magnesium oxides, carbon dioxide, unhydrated calcium and magnesium oxides, and free moisture of dry hydrates as shall be determined by chemical analysis. The particle size of hydrated lime shall also be determined using a standardized spray nozzle and pressure gauge.
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1.1 This specification covers high calcium, dolomitic and magnesian-hydrated lime for use in asphalt cement or bituminous paving mixtures.
Note 1: Hydrated lime, either calcitic, dolomitic, or magnesian, improves bonding of bitumen and aggregates which reduces susceptibility to moisture damage, reduces age hardening by chemically stabilizing polar compounds found in asphalts, and increases initial stiffness of asphalt mixtures.
Note 2: No attempt is made to present requirements for any by-product lime.  
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SCOPE
1.1 This specification covers preformed expansion joint fillers of the following four types for use in concrete, brick, or stone construction.  
1.1.1 Type I—Sponge rubber.  
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4.1 The test method described is useful as a rapid, nondestructive technique for determining the in-place density of compacted asphalt mixtures.  
4.2 With proper calibration and confirmation testing, the test method is suitable for quality control and acceptance testing of compacted asphalt mixtures.  
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SCOPE
1.1 This test method describes a test procedure for determining the density of asphalt mixtures by the attenuation of gamma radiation, where the source and detector(s) remain on the surface (backscatter method) or the source or detector is placed at a known depth up to 300 mm [12 in.] while the detector or source remains on the surface (direct transmission method).  
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1.4 All observed and calculated values shall conform to the guide for significant digits and rounding established in Practice D6026.  
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1.3.1 Regarding sieves, per Specification E11: “The values stated in SI units shall be considered standard for the dimensions of the wire cloth openings and the diameter of the wires used in the wire cloth. The values stated in inch-pound units shall be considered standard with regard to the sieve frames.” When sieve mesh sizes are referenced, the alternate inch-pound designations are provided for information purposes and enclosed in parentheses.  
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This specification covers fine aggregate for use in bituminous paving mixtures. The aggregate shall be sampled to meet the requirements prescribed. Grading, fineness modulus and plasticity index shall be tested to meet the requirements prescribed.
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1.1 This specification covers fine aggregate for use in asphalt paving mixtures.  
1.2 This specification is intended to describe material from a single source. When material from two or more sources is to be blended to produce a grading to meet requirements in other specifications for asphalt paving mixtures, the grading requirements of Table 1 of this specification are not applicable.  
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SCOPE
1.1 This specification covers brick intended for use as paving material subjected to pedestrian and light vehicular traffic. The units are designed for use in pedestrian applications and vehicular areas that are subjected to low volumes of vehicular traffic, such as residential driveways and streets and commercial driveways (passenger drop-offs). The units are not intended to support heavy vehicular traffic covered by Specification C1272 or for industrial applications covered by Specification C410.  
Note 1: Heavy vehicular traffic is defined as high volumes of heavy vehicles (trucks having 3 or more axles) in Specification C1272.  
1.2 The requirements of this specification apply at the time of purchase. The use of results from testing of brick extracted from pavements for determining compliance with the requirements of this specification is beyond the intent of this standard.  
1.3 Brick are manufactured from clay, shale, or similar naturally occurring earthy substances and subjected to a heat treatment at elevated temperatures (firing). The heat treatment must develop sufficient fired bond between the particulate constituents to provide the strength and durability requirement of this specification (see Terminology C1232).  
1.4 Use of this standard and the requirements herein to evaluate and corroborate the performance of a paving unit made from other materials, or made with other forming methods, or other means of binding the materials is not covered by the scope of this standard.  
1.5 The brick are available in a variety of sizes, colors, and shapes. They are available in three classes according to exposure environment and three types according to type of traffic exposure.  
1.6 The values stated in inch-pound units are to be regarded as standard. The values given in parentheses are mathematical conversions to SI units that are provided for information only and are not considered standard.  
1.7 This international standard was developed in accordance with internationally recognized principles on standardization established in the Decision on Principles for the Development of International Standards, Guides and Recommendations issued by the World Trade Organization Technical Barriers to Trade (TBT) Committee.

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SCOPE
1.1 This standard incorporates generic terms and generic definitions of terms specifically associated with road and paving materials. These generic terms and definitions are used within the standards developed by Committee D04 on Road and Paving Materials.  
1.2 Only terms that appear in more than one standard under the jurisdiction of Committee D04 will be included in Section 3 of Terminology D8. Terms that were historically part of this terminology but never appeared, or no longer appear, in more than one standard under the jurisdiction of Committee D04 are listed in Appendix X1. The terms in Appendix X1 are not maintained and updated by Subcommittee D04.91. The terms in Appendix X1 are available for reference purposes only. The terminology in Appendix X1 may not reflect current practices, standards, and technology used in materials for roads and pavements.  
1.3 This international standard was developed in accordance with internationally recognized principles on standardization established in the Decision on Principles for the Development of International Standards, Guides and Recommendations issued by the World Trade Organization Technical Barriers to Trade (TBT) Committee.

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