ASTM C1097-2007 Standard Specification for Hydrated Lime for Use in Asphalt Cement or Bituminous Pavements《沥青水泥或沥青人行道用熟石灰的标准规范》.pdf
《ASTM C1097-2007 Standard Specification for Hydrated Lime for Use in Asphalt Cement or Bituminous Pavements《沥青水泥或沥青人行道用熟石灰的标准规范》.pdf》由会员分享,可在线阅读,更多相关《ASTM C1097-2007 Standard Specification for Hydrated Lime for Use in Asphalt Cement or Bituminous Pavements《沥青水泥或沥青人行道用熟石灰的标准规范》.pdf(2页珍藏版)》请在麦多课文档分享上搜索。
1、Designation: C 1097 07Standard Specification forHydrated Lime for Use in Asphalt Cement or BituminousPavements1This standard is issued under the fixed designation C 1097; the number immediately following the designation indicates the year oforiginal adoption or, in the case of revision, the year of
2、last revision. A number in parentheses indicates the year of last reapproval. Asuperscript epsilon (e) indicates an editorial change since the last revision or reapproval.1. Scope*1.1 This specification covers high calcium, dolomitic andmagnesian-hydrated lime for use in asphalt cement or bitumi-nou
3、s pavement.NOTE 1Hydrated lime, either calcitic, dolomitic, or magnesian, im-proves bonding of bitumen and aggregates which reduces susceptibility tomoisture damage, reduces age hardening by chemically stabilizing polarcompounds found in asphalts, and increases initial stiffness of asphaltmixtures.N
4、OTE 2No attempt is made to present requirements for any by-product lime.1.2 This standard does not purport to address the safetyconcerns associated with its use. It is the responsibility of theuser of this standard to establish appropriate safety and healthpractices and determine the applicability o
5、f regulatory limita-tions prior to use.2. Referenced Documents2.1 ASTM Standards:2C25 Test Methods for Chemical Analysis of Limestone,Quicklime, and Hydrated LimeC50 Practice for Sampling, Sample Preparation, Packag-ing, and Marking of Lime and Limestone ProductsC51 Terminology Relating to Lime and
6、Limestone (as usedby the Industry)C110 Test Methods for Physical Testing of Quicklime,Hydrated Lime, and LimestoneD8 Terminology Relating to Materials for Roads and Pave-mentsD 242 Specification for Mineral Filler For Bituminous Pav-ing MixturesD 546 Test Method for Sieve Analysis of Mineral Filler
7、forBituminous Paving Mixtures3. Terminology3.1 For definitions of terms used in this specification, referto Terminology C51or Terminology D8.4. Chemical Requirements4.1 Hydrated lime for use in bituminous paving mixturesshall conform to the following chemical composition:Calcium and Magnesium Oxides
8、 (on an LOI-free basis,minimum % )90.0Carbon Dioxide (taken at point of manufacture,maximum % )5.0Unhydrated Calcium and Magnesium Oxides (maximum% ) 5.0Free Moisture of Dry Hydrates (taken at point of manufac-ture, maximum %)2.04.2 The chemical analysis of the hydrated lime shall bedetermined in ac
9、cordance with Test Methods C25.5. Physical Requirements5.1 Hydrated lime, either dry or slurry form, shall not havemore than 3.0 % retained on a No. 30 (600 m) sieve and notmore than 30 % retained on a No. 200 (75 m) sieve.NOTE 3Specification D 242 also contains physical specifications forhydrated l
10、ime. Specification D 242 includes four size gradations, ex-pressed as percent passing the sieve. For the two size gradations includedin both Specification D 242 and Specification C 1097, the specificationsare the same.5.2 The particle size of hydrated lime shall be determined inaccordance with Test
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