1、Designation:C141715Standard Specification forManufacture of Reinforced Concrete Sewer,Storm Drain,and Culvert Pipe for Direct Design1This standard is issued under the fixed designation C1417;the number immediately following the designation indicates the year oforiginal adoption or,in the case of rev
2、ision,the year of last revision.A number in parentheses indicates the year of last reapproval.Asuperscript epsilon()indicates an editorial change since the last revision or reapproval.1.Scope1.1 This specification covers the manufacture and accep-tance of precast concrete pipe designed to conform to
3、 theowners design requirements and to ASCE 15 or an equivalentdesign specification.1.2 This specification is the companion to SI SpecificationC1417M;therefore,no SI equivalents are presented in thisspecification.2.Referenced Documents2.1 ASTM Standards:2A615/A615M Specification for Deformed and Plai
4、n Carbon-Steel Bars for Concrete ReinforcementA706/A706M Specification for Deformed and Plain Low-Alloy Steel Bars for Concrete ReinforcementA1064/A1064M Specification for Carbon-Steel Wire andWelded Wire Reinforcement,Plain and Deformed,forConcreteC33/C33M Specification for Concrete AggregatesC76 S
5、pecification for Reinforced Concrete Culvert,StormDrain,and Sewer PipeC150/C150M Specification for Portland CementC260/C260M Specification for Air-Entraining Admixturesfor ConcreteC494/C494M Specification for Chemical Admixtures forConcreteC497 Test Methods for Concrete Pipe,Manhole Sections,orTileC
6、595/C595M Specification for Blended Hydraulic CementsC618 Specification for Coal Fly Ash and Raw or CalcinedNatural Pozzolan for Use in ConcreteC655 Specification for Reinforced Concrete D-LoadCulvert,Storm Drain,and Sewer PipeC822 Terminology Relating to Concrete Pipe and RelatedProductsC989/C989M
7、Specification for Slag Cement for Use inConcrete and MortarsC1017/C1017M Specification for Chemical Admixtures forUse in Producing Flowing ConcreteC1116/C1116M Specification for Fiber-Reinforced ConcreteC1602/C1602M Specification for Mixing Water Used in theProduction of Hydraulic Cement Concrete2.2
8、 Other Standards:ASCE 15 Standard Practice for the Direct Design of BuriedPrecast Reinforced Concrete Pipe Using Standard Instal-lations(SIDD)3ACI 318 Building Code Requirements for Reinforced Con-crete43.Terminology3.1 Definitions:3.1.1 For definitions of terms relating to concrete pipe,seeTerminol
9、ogy C822.3.1.2 group of pipe sections,neach days production runof pipe sections of a single concrete strength for a specificproject.3.1.3 lot of pipe sections,ntotal of the number of groupsof pipe sections of a single concrete strength produced for aspecific project.3.1.4 running average,naverage co
10、ncrete compressivestrength of all groups of pipe sections of a single concretestrength produced for a specific project,generally determinedas each group is tested.4.Basis of Acceptance of Design4.1 Manufacturing Design DataThe manufacturer shallsubmit the following manufacturing design data for the
11、con-crete pipe to the owner for approval.4.1.1 Pipe wall thickness.1This specification is under the jurisdiction of ASTM Committee C13 onConcrete Pipe and is the direct responsibility of Subcommittee C13.05 on SpecialProjects.Current edition approved Oct.1,2015.Published October 2015.Originallyappro
12、ved in 1998.Last previous edition approved in 2014 as C1417 141.DOI:10.1520/C1417-15.2For 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
13、onthe ASTM website.3Available from American Society of Civil Engineers(ASCE),1801 AlexanderBell Dr.,Reston,VA 20191,http:/www.asce.org.4Available from American Concrete Institute(ACI),P.O.Box 9094,FarmingtonHills,MI 48333-9094,http:/www.aci-int.org.Copyright ASTM International,100 Barr Harbor Drive,
14、PO Box C700,West Conshohocken,PA 19428-2959.United States1 4.1.2 Concrete strength.4.1.3 Reinforcement:4.1.3.1 Specification,4.1.3.2 Reinforcement Type 1,2,or 3,where:Type 1:Smooth wire or plain barsType 2:Welded smooth wire reinforcement,8 in.maximumspacing of longitudinalsType 3:Welded deformed wi
15、re reinforcement,deformed wire,deformed bars,or any reinforcement with stirrups,anchored thereto4.1.3.3 Design yield strength,4.1.3.4 Placement and design concrete cover,4.1.3.5 Cross-sectional diameters,4.1.3.6 Spacing,4.1.3.7 Cross-sectional area,4.1.3.8 Description of longitudinal members,and4.1.
16、3.9 If stirrups are used,developable stirrup designstress,stirrup shape,placement,and anchorage details.4.1.4 Design factors and the assumed orientation angle.4.1.5 Pipe laying length and joint information.4.2 Approval of the manufacturing design data shall bebased on its conformance to the owners design requirementsand to ASCE 15 or to an equivalent design specification.5.Basis of Acceptance of Concrete Pipe5.1 Acceptance of pipe shall be on the basis of concretecompression tests,materials test
