ASTM C139-2005 Standard Specification for Concrete Masonry Units for Construction of Catch Basins and Manholes《建造截留井和人孔用混凝土圬工单位的标准规范》.pdf

《ASTM C139-2005 Standard Specification for Concrete Masonry Units for Construction of Catch Basins and Manholes《建造截留井和人孔用混凝土圬工单位的标准规范》.pdf》由会员分享，可在线阅读，更多相关《ASTM C139-2005 Standard Specification for Concrete Masonry Units for Construction of Catch Basins and Manholes《建造截留井和人孔用混凝土圬工单位的标准规范》.pdf（2页珍藏版）》请在麦多课文档分享上搜索。

1、Designation: C 139 05Standard Specification forConcrete Masonry Units for Construction of Catch Basinsand Manholes1This standard is issued under the fixed designation C 139; the number immediately following the designation indicates the year oforiginal adoption or, in the case of revision, the year

2、of 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.This standard has been approved for use by agencies of the Department of Defense.1. Scope*1.1 This specification covers solid

3、precast segmental con-crete masonry units made from hydraulic cement, water, andsuitable mineral aggregates, with or without the inclusion ofother materials. The units are intended for use in the construc-tion of catch basins and manholes.1.2 The text of this standard referenced notes and footnotesw

4、hich provide explanatory material. These notes and footnotes(excluding those in tables and figures) shall not be consideredas requirements of the standard.2. Referenced Documents2.1 ASTM Standards:2C33 Specification for Concrete AggregatesC 140 Test Methods for Sampling and Testing ConcreteMasonry U

5、nits and Related UnitsC 150 Specification for Portland CementC 207 Specification for Hydrated Lime for Masonry Pur-posesC 595 Specification for Blended Hydraulic CementsC 618 Specification for Coal Fly Ash and Raw or CalcinedNatural Pozzolan for Use as a Mineral Admixture inConcreteC 989 Specificati

6、on for Ground Granulated Blast-FurnaceSlag for Use in Concrete and MortarsC 1157 Performance Specification for Hydraulic CementC 1209 Terminology of Concrete Masonry Units and Re-lated UnitsC 1232 Terminology of Masonry3. Terminology3.1 Terminology defined in Terminology C 1209 and Ter-minology C 12

7、32 shall apply for this specification.4. Materials4.1 Cementitious materials shall conform to the followingASTM specifications:4.1.1 Portland Cement Specification C 150.4.1.2 Blended Hydraulic CementsSpecification C 595.4.1.3 Hydraulic CementSpecification C 1157.4.1.4 Ground Blast-Furnace SlagSpecif

8、ication C 989.4.1.5 Hydrated Lime Type S of Specification C 207.4.1.6 Fly AshSpecification C 618.4.1.7 Siliceous and Pozzolanic MaterialsSiliceous andpozzolanic materials shall conform to applicable ASTM stan-dards, or shall be shown by test or experience to be notdetrimental to the durability of th

9、e concrete.4.2 AggregatesAggregates shall conform to SpecificationC33, except grading requirements shall not apply.4.3 Other ConstituentsAir-entraining agents, coloringpigments, integral water repellents, finely ground silica, andother constituents shall be previously established as suitable foruse

10、in concrete masonry units and shall conform to applicableASTM standards or shall be shown by test or experience not tobe detrimental to the durability of the concrete masonry unitsor any material customarily used in masonry construction.5. Physical Requirements Physical Requirements5.1 At the time o

11、f delivery to the site of the work, the unitsshall conform to the requirements prescribed in Table 1.6. Dimensions and Permissible Variations6.1 The thickness of any unit shall be not less than 5 in. (127mm).6.2 Overall dimensions shall not vary by more than 6 3%from the specified dimensions.7. Samp

12、ling and Testing7.1 The purchaser or his authorized representative shall beaccorded proper facilities to inspect and sample the units at theplace of manufacture from the lots ready for delivery.7.2 Units shall be sampled and tested in accordance withTest Methods C 140.7.3 Except as specified in Sect

13、ion 8, and unless otherwiseagreed, the expense of inspection and testing shall be borne bythe purchaser.1This specification is under the jurisdiction of ASTM Committee C15 onManufactured Masonry Units and is the direct responsibility of SubcommitteeC15.03 on Concrete Masonry Units and Related Units.

14、Current edition approved May 15, 2005. Published June 2005. Originallyapproved in 1938. Last previous edition approved in 2003 as C 139 03.2For referenced ASTM standards, visit the ASTM website, www.astm.org, orcontact ASTM Customer Service at serviceastm.org. For Annual Book of ASTMStandards volume

15、 information, refer to the standards Document Summary page 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.8. Visual Inspection8.1 All units shall b

16、e sound and free of cracks or otherdefects that interfere with the proper placing of the unit.9. Compliance9.1 If a sample fails to conform to the specified require-ments, the manufacturer shall be permitted to remove unitsfrom the shipment. A new sample shall be selected by thepurchaser from remain

17、ing units from the shipment with asimilar configuration and dimension and tested at the expenseof the manufacturer. If the second sample meets the specifiedrequirements, the remaining portion of the shipment repre-sented by the sample meets the specified requirements. If thesecond sample fails to me

18、et the specified requirements, theremaining portion of the shipment represented by the samplefails to meet the specified requirements.NOTE 1Unless otherwise specified in the purchase order, the cost oftests is typically borne as follows: (1) if the results of the tests show thatthe units do not conf

19、orm to the requirements of this specification, the costis typically borne by the seller; (2) if the results of the tests show that theunits conform to the specification requirements, the cost is typically borneby the purchaser.10. Keywords10.1 catch basins; concrete masonry units; manholes; ma-sonry

20、 unitsSUMMARY OF CHANGESCommittee C15 has identified the location of select changes to this standard since the last issue (C 139 03)that may impact the use of this standard.(1) The time reference for completion of tests was removedfrom section 7.1.ASTM International takes no position respecting the

21、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 infringement of such rights, are entirely their own responsibility.This standard is

22、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 standard or for additional standardsand should be addressed to ASTM International Head

23、quarters. 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 views known to the ASTM Committee on Standards, at the address shown below.This sta

24、ndard 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 contacting 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 Strength and Absorption RequirementsCompressive Strength, min, psi (MPa)(Average Gross Area)Water Absorption,max, lb/ft3(kg/m3)(Average of 3 Units)Average of 3 Units Individual Unit2500 (17) 2000 (13) 10 (16)C139052