ASTM C507M-2018 Standard Specification for Reinforced Concrete Elliptical Culvert Storm Drain and Sewer Pipe (Metric).pdf

1、Designation: C507M 16C507M 18Standard Specification forReinforced Concrete Elliptical Culvert, Storm Drain, andSewer Pipe (Metric)1This standard is issued under the fixed designation C507M; 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.This standard has been approved for use by agencies of the U.S. Department of Defense.1. Scope Scope*1.1 This s

3、pecification covers reinforced elliptically shaped concrete pipe to be used for the conveyance of sewage, industrialwastes, storm water, and for the construction of culverts.1.2 Pipe designed for placement with the major axis horizontal shall be designated as “Horizontal Elliptical Pipe.” Pipe desig

4、nedfor placement with the major axis vertical shall be designated as “Vertical Elliptical Pipe.”1.3 This specification is the SI companion to Specification C507; therefore, no inch-pound equivalents are presented in thisspecification. Reinforced concrete pipe that conforms to the requirements of C50

5、7 are acceptable under this Specification C507Munless prohibited by the owner.NOTE 1This specification is a manufacturing and purchase specification only, and does not include requirements for bedding, backfill, or therelationship between field load condition and the strength classification of pipe.

6、 However, experience has shown that the successful performance of thisproduct depends upon the proper selection of the class of pipe, type of bedding and backfill, and care that the installation conforms to constructionspecifications. The owner of the reinforced concrete pipe specified herein is cau

7、tioned that he must correlate the field requirements with the class of pipespecified and provide inspection at the construction site.1.4 This international standard was developed in accordance with internationally recognized principles on standardizationestablished in the Decision on Principles for

8、the Development of International Standards, Guides and Recommendations issuedby the World Trade Organization Technical Barriers to Trade (TBT) Committee.2. Referenced Documents2.1 ASTM Standards:2A36/A36M Specification for Carbon Structural SteelA615/A615M Specification for Deformed and Plain Carbon

9、-Steel Bars for Concrete ReinforcementA706/A706M Specification for Deformed and Plain Low-Alloy Steel Bars for Concrete ReinforcementA1064/A1064M Specification for Carbon-Steel Wire and Welded Wire Reinforcement, Plain and Deformed, for ConcreteC33/C33M Specification for Concrete AggregatesC150/C150

10、M Specification for Portland CementC260/C260M Specification for Air-Entraining Admixtures for ConcreteC309 Specification for Liquid Membrane-Forming Compounds for Curing ConcreteC443M Specification for Joints for Concrete Pipe and Manholes, Using Rubber Gaskets (Metric)C494/C494M Specification for C

11、hemical Admixtures for ConcreteC497M 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 Calcined Natural Pozzolan for Use in ConcreteC822 Terminology Relating to Concrete Pipe and Rela

12、ted ProductsC989/C989M Specification for Slag Cement for Use in Concrete and Mortars1 This specification is under the jurisdiction of ASTM Committee C13 on Concrete Pipe and is the direct responsibility of Subcommittee C13.02 on Reinforced Sewerand Culvert Pipe.Current edition approved Nov. 1, 2016O

13、ct. 1, 2018. Published November 2016October 2018. Originally approved in 1980. Last previous edition approved in 20152016as C507M - 15.C507M - 16. DOI: 10.1520/C0507M-16.10.1520/C0507M-18.2 For referencedASTM standards, visit theASTM website, www.astm.org, or contactASTM Customer Service at servicea

14、stm.org. For Annual Book of ASTM Standardsvolume information, refer to the standards Document Summary page on the ASTM website.This document is not an ASTM standard and is intended only to provide the user of an ASTM standard an indication of what changes have been made to the previous version. Beca

15、useit may not be technically possible to adequately depict all changes accurately, ASTM recommends that users consult prior editions as appropriate. In all cases only the current versionof the standard as published by ASTM is to be considered the official document.*A Summary of Changes section appea

16、rs at the end of this standardCopyright ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959. United States1C990M Specification for Joints for Concrete Pipe, Manholes, and Precast Box Sections Using Preformed Flexible Joint Sealants(Metric)C1017/C1017M Specificati

17、on for Chemical Admixtures for Use in Producing Flowing ConcreteC1116/C1116M Specification for Fiber-Reinforced ConcreteC1602/C1602M Specification for Mixing Water Used in the Production of Hydraulic Cement Concrete3. Terminology3.1 DefinitionsFor definitions of terms relating to concrete pipe, see

18、Terminology C822.4. Classification4.1 Pipe manufactured according to this specification shall be of five classes each for horizontal elliptical and vertical ellipticalpipe with identification as follows:Horizontal Elliptical Pipe Vertical Elliptical PipeClass HE-A Class VE-IIClass HE-I Class VE-IIIC

19、lass HE-II Class VE-IVClass HE-III Class VE-VClass HE-IV Class VE-VI4.2 The strength requirements for horizontal elliptical pipe are prescribed in Table 1 and for vertical elliptical pipe are prescribedin Table 2.5. Basis of Acceptance5.1 Unless otherwise designated by the owner at the time of, or b

20、efore, placing an order, there are two separate and alternativebases of acceptance. Independent of the method of acceptance, the pipe shall be designed to meet both the 0.01-in. crack andultimate strength requirements specified in Table 1.5.1.1 Acceptance on Basis of Plant Load-Bearing Tests, Materi

21、al Tests, and Inspection of Manufactured Pipe for Visual Defectsand ImperfectionsAcceptability of the pipe in all diameters and classes produced in accordance with 7.1 or 7.2 shall bedetermined by the results of the three-edge-bearing tests as defined in 11.3.1; by such material tests as are require

22、d in 6.2, 6.3, 6.5and 6.6; by an absorption test of the concrete from the wall of the pipe as required in 11.9; and by visual inspection of the finishedpipe to determine its conformance with the accepted design prescribed and its freedom from defects.5.1.2 Acceptance on the Basis of Material Test an

23、d Inspection of Manufactured Pipe for Defects and ImperfectionsAcceptability of the pipe in all diameters and classes produced in accordance with 7.1 or 7.2 shall be determined by the resultsof such material tests as are required in 6.2, 6.3, 6.5 and 6.6; by crushing tests on concrete cores or cured

24、 concrete cylinders; byan absorption test of the concrete from the wall of the pipe for each mix design that is used on an order; and by inspection of thefinished pipe, including amount and placement of reinforcement, to determine its conformance with the accepted design and itsfreedom from defects.

25、5.1.3 When agreed upon by the owner and the manufacturer, any portion or any combination of the tests itemized in 5.1.1 or5.1.2 may form the basis of acceptance.5.2 Age for AcceptancePipe shall be considered ready for acceptance when they conform to the requirements as indicated bythe specified test

26、s.6. Materials6.1 Reinforced ConcreteThe reinforced concrete shall consist of cementitious materials, mineral aggregates, admixtures, ifused, and water, in which steel has been embedded in such a manner that the steel and concrete act together.6.2 Cementitious Materials:6.2.1 CementCement shall conf

27、orm to the requirements for portland cement of Specification C150/C150M, or shall beportland blast-furnace slag cement, portland-limestone cement, or portland-pozzolan cement conforming to the requirements ofSpecification C595/C595M, except that the pozzolan constituent in the Type IP portland pozzo

28、lan cement shall be fly ash.6.2.2 Slag CementSlag cement shall conform to the requirements of Grade 100 or 120 of Specification C989/C989M.6.2.3 Fly AshFly ash shall conform to the requirements of Class F or Class C of Specification C618.6.2.4 Allowable Combinations of Cementitious MaterialsThe comb

29、ination of cementitious materials used in the concrete shallbe one of the following:6.2.4.1 Portland cement only,6.2.4.2 Portland blast-furnace slag cement only,6.2.4.3 Portland-pozzolan cement only,6.2.4.4 Portland-limestone cement only,6.2.4.5 A combination of portland cement or portland-limestone

30、 cement and slag cement,6.2.4.6 A combination of portland cement or portland-limestone cement and fly ash,C507M 1826.2.4.7 A combination of portland cement or portland-limestone cement, slag cement, and fly ash, or6.2.4.8 A combination of portland-pozzolan cement and fly ash.6.3 AggregatesAggregates

31、 shall conform to the requirements of Specification C33/C33M except that the requirement forgradation shall not apply.6.4 AdmixturesThe following admixtures and blends are allowable:6.4.1 Air-entraining admixture conforming to Specification C260/C260M;6.4.2 Chemical admixture conforming to Specifica

32、tion C494/C494M;6.4.3 Chemical admixture for use in producing flowing concrete conforming to Specification C1017/C1017M; and6.4.4 Chemical admixture or blend approved by the owner.6.5 Steel ReinforcementReinforcement shall consist of wire and welded wire conforming to Specification A1064/A1064M, oro

33、f bars conforming to Specification A36/A36M, Specification A615/A615M Grade 280 or 420, or Specification A706/A706MGrade 420. For helically wound cages only, weld shear tests are not required.6.6 FibersSynthetic fibers and nonsynthetic fibers shall be allowed to be used, at the manufacturers option,

34、 in concrete pipeas a nonstructural manufacturing material. Synthetic fibers (Type II and Type III) and nonsynthetic fiber (Type 1) designed andmanufactured specifically for use in concrete and conforming to the requirements of Specification C1116/C1116M shall beaccepted.TABLE 1 Design Requirements

35、for Horizontal Elliptical (HE) PipeANOTE 1The test load in kilonewtons per linear metre equals D-load inside span in millimetres.NOTE 2Single cage reinforcement, providing tension steel at the top, bottom, and springline, shall be permitted instead of double cage reinforcement.The area of such reinf

36、orcement shall be 112 % of the tabulated inner cage area.NOTE 3An inner and outer cage plus quadrant mats shall be permitted instead of double cage reinforcement. The area of such reinforcement shallbe in accordance with Fig. 1.NOTE 4An inner and outer cage plus a middle cage shall be permitted inst

37、ead of double cage reinforcement. The area of such reinforcement shallbe in accordance with Fig. 2.Designated Di-ameter, Equiva-lent RoundSize, mmDesignatedRise, mm Span, mmMinimumWallThickness,mmReinforcement, cm2/linear mClassHE-AClassHE-IClassHE-IIClassHE-IIIClassHE-IVD-Loads0.3 = 30Ult = 450.3 =

38、 40Ult = 600.3 = 50Ult = 750.3 = 65Ult = 1000.3 = 100Ult = 150InCageOutCageInCageOutCageInCageOutCageInCageOutCageInCageOutCage450 365 575 69 1.7 . . . 2.3 . . . 3.0 . . . 4.0 . . . 5.7 . . .600 490 770 82 2.3 . . . 3.2 . . . 4.0 . . . 5.5 . . . 8.3 . . .675 550 865 88 3.0 . . . 3.8 . . . 4.9 . . .

39、6.6 . . . 9.7 . . .750 610 960 94 2.1 2.1 2.8 2.8 3.6 3.6 4.9 4.9 7.2 7.2825 670 1055 94 2.5 2.5 3.6 3.6 4.4 4.4 5.9 5.9 8.7 8.7900 730 1150 113 2.3 2.3 3.2 3.2 4.0 4.0 5.5 5.5 8.3 8.3975 795 1250 119 2.8 2.8 3.6 3.6 4.4 4.4 6.1 6.1 9.3 9.31050 855 1345 125 3.2 3.2 4.2 4.2 5.1 5.1 7.0 7.0 10.6 10.61

40、200 975 1535 138 3.6 3.6 4.9 4.9 5.9 5.9 8.3 8.3 . . . . . .1350 1095 1730 150 4.2 4.2 5.7 5.7 7.2 7.2 9.5 9.5 . . . . . .1500 1220 1920 163 5.1 5.1 6.8 6.8 8.5 8.5 11.2 11.2 . . . . . .1650 1340 2110 175 5.7 5.7 7.6 7.6 9.5 9.5 12.9 12.9 . . . . . .1800 1465 2305 188 6.6 6.6 8.7 8.7 11.0 11.0 14.8

41、14.8 . . . . . .1950 1585 2495 200 7.2 7.2 9.5 9.5 11.9 11.9 16.5 16.5 . . . . . .2100 1705 2690 213 8.0 8.0 10.6 10.6 13.3 13.3 18.6 18.6 . . . . . .2250 1830 2880 225 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .2400 1950 3070 238 . . . . . . . . . . . . . . . . . . . . . . . . . . .

42、 . . .2550 2075 3265 244 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .2700 2195 3455 250 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .2850 2315 3648 263 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .3000 2440 3840 275 . . . . . . . . . . . . . . . . . . . . .

43、 . . . . . . . . .3300 2680 4225 300 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .3600 2925 4610 325 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .Concrete strengthB , MPa 27.6 27.6 27.6 450 to 1650mm, 27.627.61800 to 2100mm, 34.5A Concrete strength for designs with reinfo

44、rcement tabulated. For modified or special designs, see 7.3.B For sizes and loads beyond those shown in this table, pipe designs are available that make use of one or a combination of the following: shear steel, multiple cages,or thicker walls in accordance with the provisions of 7.3.C507M 1836.7 Wa

45、terWater used in the production of concrete shall be potable or non-potable water that meets the requirements ofSpecification C1602/C1602M.7. Design7.1 Size and ShapeThe standard sizes of elliptical pipe shall be as listed in Table 1 and Table 2. The internal shape for eachsize pipe shall be defined

46、 by the internal dimensions shown in Fig. 5, subject to permissible variations.7.2 Design TablesThe wall thickness, compressive strength of concrete, and the area of circumferential reinforcement shallbe as prescribed in Table 1 and Table 2, subject to the provisions of 7.3, 11.4, and Section 12.7.2

47、.1 Footnotes to the tables herein are intended to be amplications of the tabulated requirements and are to be consideredapplicable and binding as if they were contained in the body of the specification.7.3 Modified and Special Designs:7.3.1 If permitted by the owner, the manufacturer may request app

48、roval by the owner of modified designs which differ from thedesigns in this section; or special designs for sizes and loads beyond those shown in Table 1 and Table 2; or special designs forpipe sizes that do not have steel reinforcement areas shown in Table 1 and Table 2.7.3.2 Such modified and spec

49、ial designs shall be based on rational or empirical evaluations of the ultimate strength and crackingbehavior of pipe and shall fully describe to the owner any deviations from the requirements of this section. The descriptions ofmodified or special designs shall include the wall thickness, the concrete strength, and the area, type, placement, number of layers,and strength of the steel reinforcement.7.3.3 The manufacturer shall submit to the owner proof of the adequacy of the proposed modified and special desi