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ASTM C1097-07(2012)

(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

ABSTRACT
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.
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.  
1.2 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
30-Nov-2012
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 C1097-07 - Standard Specification for Hydrated Lime for Use in Asphalt Cement or Bituminous Pavements
Effective Date
01-Dec-2012
Replaced By
ASTM C1097-13 - Standard Specification for Hydrated Lime for Use in Asphalt Cement or Bituminous Paving Mixtures
Effective Date
01-Dec-2013
Referred By
ASTM C911-19 - Standard Specification for Quicklime, Hydrated Lime, and Limestone for Selected Chemical and Industrial Uses
Effective Date
01-Dec-2012

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ASTM C1097-07(2012) - Standard Specification for Hydrated Lime for Use in Asphalt Cement or Bituminous PavementsASTM C1097-07(2012) - Standard Specification for Hydrated Lime for Use in Asphalt Cement or Bituminous Pavements
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ASTM C1097-07(2012) - 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:C1097 −07(Reapproved 2012)
Standard Specification for
Hydrated Lime for Use in Asphalt Cement or Bituminous
1
Pavements
This standard is issued under the fixed designation C1097; 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.
1. Scope 3. Terminology
1.1 This specification covers high calcium, dolomitic and
3.1 For definitions of terms used in this specification, refer
magnesian-hydrated lime for use in asphalt cement or bitumi-
to Terminology C51 or Terminology D8.
nous pavement.
4. Chemical Requirements
NOTE 1—Hydrated lime, either calcitic, dolomitic, or magnesian,
improves bonding of bitumen and aggregates which reduces susceptibility
4.1 Hydrated lime for use in bituminous paving mixtures
to moisture damage, reduces age hardening by chemically stabilizing
shall conform to the following chemical composition:
polar compounds found in asphalts, and increases initial stiffness of
Calcium and Magnesium Oxides (on an LOI-free basis, 90.0
asphalt mixtures.
minimum % )
NOTE 2—No attempt is made to present requirements for any by-
Carbon Dioxide (taken at point of manufacture, 5.0
product lime.
maximum % )
1.2 This standard does not purport to address the safety
Unhydrated Calcium and Magnesium Oxides (maximum% ) 5.0
Free Moisture of Dry Hydrates (taken at point of 2.0
concerns associated with its use. It is the responsibility of the
manufacture, maximum %)
user of this standard to establish appropriate safety and health
4.2 The chemical analysis of the hydrated lime shall be
practices and determine the applicability of regulatory limita-
determined in accordance with Test Methods C25.
tions prior to use.
2. Referenced Documents
5. Physical Requirements
2
2.1 ASTM Standards:
5.1 Hydrated lime, either dry or slurry form, shall not have
C25 Test Methods for Chemical Analysis of Limestone,
more than 3.0 % retained on a No. 30 (600 µm) sieve and not
Quicklime, and Hydrated Lime
more than 30 % retained on a No. 200 (75 µm) sieve.
C50 Practice for Sampling, Sample Preparation, Packaging,
NOTE 3—Specification D242 also contains physical specifications for
and Marking of Lime and Limestone Products
hydratedlime.SpecificationD242includesfoursizegradations,expressed
C51 Terminology Relating to Lime and Limestone (as used
as percent passing the sieve. For the two size gradations included in both
by the Industry)
Specification D242 and Specification C1097, the specifications are the
same.
C110 Test Methods for Physical Testing of Quicklime,
Hydrated Lime, and Limestone
5.2 The particle size of hydrated lime shall be determined in
D8 Terminology Relating to Materials for Ro
...

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ABSTRACT
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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1.4 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
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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.  
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SCOPE
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SCOPE
1.1 This specification covers fine aggregate for use in asphalt paving mixtures.  
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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.  
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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.  
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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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