1、Designation: C 1436 08Standard Specification forMaterials for Shotcrete1This standard is issued under the fixed designation C 1436; the number immediately following the designation indicates the year oforiginal adoption or, in the case of revision, the year of last revision. A number in parentheses
2、indicates the year of last reapproval. Asuperscript epsilon () indicates an editorial change since the last revision or reapproval.1. Scope*1.1 This specification covers materials for use in hydraulic-cement concrete mixtures to be placed by shotcreting. It doesnot cover mixing, placement, curing, o
3、r protection of theconcrete placed by shotcreting.1.2 This specification covers materials for both wet-mix anddry-mix shotcreting.1.3 The values stated in SI units are to be regarded asstandard. No other units of measurement are included in thisstandard.1.4 This standard does not purport to address
4、all of thesafety concerns, if any, associated with its use. It is theresponsibility of the user of the standard to establish appro-priate safety and health practices and determine the applica-bility of regulatory limitations prior to use.2. Referenced Documents2.1 ASTM Standards:2C33 Specification f
5、or Concrete AggregatesC 125 Terminology Relating to Concrete and ConcreteAggregatesC 150 Specification for Portland CementC 330 Specification for Lightweight Aggregates for Struc-tural ConcreteC 595 Specification for Blended Hydraulic CementsC 1116/C 1116M Specification for Fiber-Reinforced Con-cret
6、eC 1141/C 1141M Specification for Admixtures for Shot-creteC 1157 Performance Specification for Hydraulic CementC 1385/C 1385M Practice for Sampling Materials for Shot-creteC 1602/C 1602M Specification for Mixing Water Used inthe Production of Hydraulic Cement ConcreteE11 Specification for Wire Clot
7、h and Sieves for TestingPurposes3. Terminology3.1 For definitions of terms used in this specification, referto Terminology C 125.4. Ordering Information4.1 In the absence of designated applicable general specifi-cations, the purchaser shall include the following informationin the purchase contract o
8、r order, if applicable:4.1.1 The specification designation and date of issue,4.1.2 Specification for cement and type (see 5.1.1),4.1.3 Grading number for total combined aggregates re-quired (see 5.1.2),4.1.4 Specification, type, and grade(s) for admixtures re-quired (see 5.1.4), and4.1.5 Specificati
9、on, type, length, and, if appropriate, thediameter (or equivalent cross-sectional dimensions) of fiberrequired (see 5.1.5).5. Material Requirements5.1 In the absence of designated applicable specificationscovering requirements for quality of materials, the followingrequirements shall govern:5.1.1 Ce
10、mentCement shall be in accordance with Speci-fication C 150, Specification C 595, or Performance Specifica-tion C 1157. If special properties are required, the purchasershall limit the choice of cements to those suitable for thespecial use.5.1.2 AggregatesAggregates shall be in accordance withSpecif
11、ication C33or Specification C 330 if lightweight shot-crete is specified by the purchaser except that the grading of thetotal aggregate constituent of the shotcrete shall be in accor-dance with the requirements prescribed in Table 1 for thegrading number specified.NOTE 1The ranges shown in Table 1 a
12、re by necessity wide in order toaccommodate nationwide conditions. For quality control of any specificoperation, a producer should develop an average grading for the particularsource and production facilities, and control the grading within reasonabletolerances from this average.5.1.3 WaterThe mixin
13、g water shall be in accordance withSpecification C 1602/C 1602M.1This specification is under the jurisdiction of Committee C09 on Concrete andConcrete Aggregates and is the direct responsibility of Subcommittee C09.46 onShotcrete.Current edition approved Dec. 15, 2008. Published January 2009. Origin
14、allyapproved in 1999. Last previous edition approved in 2004 as C 1436 99(2004).2For referenced ASTM standards, visit the ASTM website, www.astm.org, orcontact ASTM Customer Service at serviceastm.org. For Annual Book of ASTMStandards volume information, refer to the standards Document Summary page
15、onthe ASTM website.1*A Summary of Changes section appears at the end of this standard.Copyright ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959, United States.5.1.4 AdmixturesMineral and chemical admixtures shallbe in accordance with Specification C 1141/C 11
16、41M.5.1.5 FibersFibers shall be in accordance with the re-quirements for fibers prescribed in Specification C 1116/C 1116M.6. Sampling6.1 Access shall be provided to the purchaser for sampling,either at the point of manufacture or at the site of the work, asspecified by the purchaser. Sampling of ma
17、terials shall be inaccordance with Practice C 1385/C 1385M.7. Number of Tests and Retests7.1 Testing, number of tests, and retests to be performed onspecified materials shall be in accordance with the referencedASTM standard.8. Inspection8.1 Inspection of the materials shall be agreed upon betweenth
18、e purchaser and the supplier as part of the purchase contract.9. Rejection, Certification, and Product Marking9.1 Rejection, certifications, and product markings on speci-fied materials shall be in accordance with the referencedASTMspecification.10. Keywords10.1 dry-mix shotcrete, materials for; ord
19、ering; shotcrete;specification; testing; wet-mix shotcreteSUMMARY OF CHANGESCommittee C09 has identified the location of selected changes to this specification since the last issue,C 1436 99(2004), that may impact the use of this specification. (Approved December 15, 2008)(1) Updated Referenced Docu
20、ments. (2) Revised Table 1.ASTM International takes no position respecting the validity of any patent rights asserted in connection with any item mentionedin this standard. Users of this standard are expressly advised that determination of the validity of any such patent rights, and the riskof infri
21、ngement of such rights, are entirely their own responsibility.This standard is subject to revision at any time by the responsible technical committee and must be reviewed every five years andif not revised, either reapproved or withdrawn. Your comments are invited either for revision of this standar
22、d or for additional standardsand should be addressed to ASTM International Headquarters. Your comments will receive careful consideration at a meeting of theresponsible technical committee, which you may attend. If you feel that your comments have not received a fair hearing you shouldmake your view
23、s known to the ASTM Committee on Standards, at the address shown below.This standard is copyrighted by ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959,United States. Individual reprints (single or multiple copies) of this standard may be obtained by contactin
24、g ASTM at the aboveaddress or at 610-832-9585 (phone), 610-832-9555 (fax), or serviceastm.org (e-mail); or through the ASTM website(www.astm.org).TABLE 1 Grading Limits for Combined Aggregate for ShotcretePercent by Mass Passing Individual SieveSieve Size,U.S. StandardAGrading,No. 1Grading,No. 212.5
25、mm(12 in.) - 1009.5mm(38 in.) 100 90 - 1004.75 mm (No. 4) 95 - 100 70 - 852.36 mm (No. 8) 80 - 98 50 - 701.18 mm (No. 16) 50 - 85 35 - 55600 m (No. 30) 25 - 60 20 - 35300 m (No. 50) 10 - 30 8 - 20150 m (No. 100) 2 - 10 2 - 10AThe sieve designations in parentheses are provided for information only; theonly standard sieve sizes are those stated in Specification E11in SI units.C1436082
