ASTM_C_1417M_-_15.pdf

Designation:C1417M15Standard Specification forManufacture of Reinforced Concrete Sewer,Storm Drain,and Culvert Pipe for Direct Design(Metric)1This standard is issued under the fixed designation C1417M;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 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 theowners design requirements and to the ASCE 15 or anequivalent design specification.NOTE1The section on evaluation of core test results(14.3.3)and theAppendix are currently being reballoted.1.2 This specification is the SI companion to SpecificationC1417.2.Referenced Documents2.1 ASTM Standards:2A615/A615M Specification for Deformed and Plain 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 Specification 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 forConcreteC497M Test Methods for Concrete Pipe,Manhole Sections,or Tile(Metric)C595/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 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 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,seeTerminology C822.3.1.2 group of pipe sectionseach days production run ofpipe sections of a single concrete strength for a specific project.3.1.3 lot of pipe sectionstotal of the number of groups ofpipe sections of a single concrete strength produced for aspecific project.3.1.4 running averageaverage concrete 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 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.Originallyapproved in 1998.Last previous edition approved in 2014 as C1417M 141.DOI:10.1520/C1417M-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 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,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,200 mm maximumspacing of longitudinalsType 3:Welded deformed wire 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,and4.1.3.9If 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 s