ASTM C507-2018a Standard Specification for Reinforced Concrete Elliptical Culvert Storm Drain and Sewer Pipe.pdf

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1、Designation: C507 18C507 18aStandard Specification forReinforced Concrete Elliptical Culvert, Storm Drain, andSewer Pipe1This standard is issued under the fixed designation C507; the number immediately following the designation indicates the year oforiginal adoption or, in the case of revision, the

2、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 specificatio

3、n covers reinforced elliptically shaped concrete pipe to be used for the conveyance of sewage, industrialwastes, and 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 designedfor

4、placement with the major axis vertical shall be designated as “Vertical Elliptical Pipe.”1.3 This specification is the inch-pound companion to Specification C507M; therefore, no SI equivalents are presented in thespecification. Reinforced concrete pipe that conforms to the requirements of C507M are

5、acceptable under this Specification C507unless 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. Howeve

6、r, 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 the constructionspecifications. The owner of the reinforced concrete pipe specified herein is cautio

7、ned 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 the

8、 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-St

9、eel 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/C150M S

10、pecification for Portland CementC260/C260M Specification for Air-Entraining Admixtures for ConcreteC309 Specification for Liquid Membrane-Forming Compounds for Curing ConcreteC443 Specification for Joints for Concrete Pipe and Manholes, Using Rubber GasketsC494/C494M Specification for Chemical Admix

11、tures for ConcreteC497 Test Methods for Concrete Pipe, Manhole Sections, or TileC595/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 Related ProductsC989/C989M

12、Specification for Slag Cement for Use in Concrete and MortarsC990 Specification for Joints for Concrete Pipe, Manholes, and Precast Box Sections Using Preformed Flexible Joint Sealants1 This specification is under the jurisdiction of ASTM Committee C13 on Concrete Pipe and is the direct responsibili

13、ty of Subcommittee C13.02 on Reinforced Sewerand Culvert Pipe.Current edition approved Jan. 1, 2018Oct. 1, 2018. Published January 2018October 2018. Originally approved in 1963. Last previous edition approved in 20162018 asC507 - 16.C507 - 18. DOI: 10.1520/C0507-18.10.1520/C0507-18A.2 For referenced

14、ASTM standards, visit theASTM website, www.astm.org, or contactASTM Customer Service at serviceastm.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 use

15、r of an ASTM standard an indication of what changes have been made to the previous version. Becauseit 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

16、 published by ASTM is to be considered the official document.*A Summary of Changes section appears at the end of this standardCopyright ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959. United States1C1017/C1017M Specification for Chemical Admixtures for Use i

17、n 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 Terminology C822.4. Classification4.

18、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-IIIClass HE-II Class VE-IVClass HE-III C

19、lass 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.TABLE 1 Design Requirements for Horizontal Elliptical (HE) PipeANOTE 1The test load in pounds per linear foot equals D-load

20、 inside span in feet.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 reinforcement shall be 112 % of the tabulated inner cage area.NOTE 3An inner and outer cage plus quadrant mats sh

21、all 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 instead of double cage reinforcement. The area of such reinforcement shallbe in accordance with Fig. 2.Designate

22、dDiameter,EquivalentRoundSize, in.DesignatedRise, in. Span, in.MinimumWallThickness,in.Reinforcement, in.2/linear ftClass HE-A Class HE-I Class HE-II Class HE-III Class HE-IVD-Loads0.01 = 600Ult = 9000.01 = 800Ult = 12000.01 = 1000Ult = 15000.01 = 1350Ult = 20000.01 = 2000Ult = 3000InCageOutCageInCa

23、geOutCageInCageOutCageInCageOutCageInCageOutCage15 12 19 212 0.07 . . . 0.07 . . . 0.07 . . . 0.09 . . . 0.16 . . .18 14 23 234 0.08 . . . 0.11 . . . 0.14 . . . 0.19 . . . 0.27 . . .24 19 30 314 0.11 . . . 0.15 . . . 0.19 . . . 0.26 . . . 0.39 . . .27 22 34 312 0.14 . . . 0.18 . . . 0.23 . . . 0.31

24、. . . 0.45 . . .30 24 38 334 0.10 0.10 0.12 0.12 0.17 0.17 0.23 0.23 0.34 0.3433 27 42 334 0.12 0.12 0.17 0.17 0.21 0.21 0.27 0.27 0.41 0.4136 29 45 412 0.11 0.11 0.15 0.15 0.19 0.19 0.26 0.26 0.39 0.3939 32 49 434 0.12 0.12 0.17 0.17 0.21 0.21 0.29 0.29 0.44 0.4442 34 53 5 0.15 0.15 0.20 0.20 0.24

25、0.24 0.33 0.33 0.50 0.5048 38 60 512 0.17 0.17 0.23 0.23 0.27 0.27 0.39 0.39 . . . . . .54 43 68 6 0.20 0.20 0.27 0.27 0.34 0.34 0.45 0.45 . . . . . .60 48 76 612 0.24 0.24 0.32 0.32 0.40 0.40 0.53 0.53 . . . . . .66 53 83 7 0.27 0.27 0.36 0.36 0.45 0.45 0.60 0.60 . . . . . .72 58 91 712 0.31 0.31 0

26、.41 0.41 0.52 0.52 0.70 0.70 . . . . . .78 63 98 8 0.34 0.34 0.45 0.45 0.56 0.56 0.78 0.78 . . . . . .84 68 106 812 0.38 0.38 0.50 0.50 0.63 0.63 0.88 0.88 . . . . . .90 72 113 9 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .96 77 121 912 . . . . . . . . . . . . . . . . . . . . . . . .

27、. . . . . .102 82 128 934 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .108 87 136 10 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .114 92 143 1012 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .120 97 151 11 . . . . . . . . . . . . . . . . . . . . . . . . . . .

28、 . . .132 106 166 12 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .144 116 180 13 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .Concrete strengthB , psi 4000 4000 4000 15 to 66 in.4000400072 to 84 in.5000A For sizes and loads beyond those shown in this table, pipe designs a

29、re 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.B Concrete strength for designs with reinforcement tabulated. For modified or special designs, see 7.3.C507 18a25. Basis of Acceptance5.1 Unless

30、otherwise designated by the owner at the time of, or before, 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.5.1.1 Acceptance on Basis of

31、 Plant Load-Bearing Tests, Material 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 s

32、uch material tests as are required in 6.2, 6.3, 6.5,and 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 and its freedom from defects.5.1.2 Acceptance on the Ba

33、sis of Material Tests and 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 o

34、n concrete cores or cured 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

35、 itsfreedom from defects.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 indic

36、ated bythe specified tests.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 steel and concrete act together.TABLE 2 Design Requirements for Vert

37、ical Elliptical PipeANOTE 1Test load in pounds per linear foot equals D-load inside span in feet.NOTE 2An 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. 3.NOTE 3Single cage reinforcement,

38、 providing tension steel at the top, bottom, and springline, shall be permitted instead of double cage reinforcement.The area of such reinforcement shall be 112 % of the tabulated inner cage area.NOTE 4An inner and outer cage plus a middle cage shall be permitted instead of double cage reinforcement

39、. The area of such reinforcement shallbe in accordance with Fig. 4.DesignatedDiameter,EquivalentRoundSize, in.DesignatedRise, in. Span, in.MinimumWallThickness,in.Reinforcement, in.2/linear ftClass VE-II Class VE-III Class VE-IV Class VE-V Class VE-VID-Loads0.01 = 1000Ult = 15000.01 = 1350Ult = 2000

40、0.01 = 2000Ult = 30000.01 = 3000Ult = 37500.01 = 4000Ult = 5000InCageOutCageInCageOutCageInCageOutCageInCageOutCageInCageOutCage3639424854606672788445 2949 3253 3460 3868 4376 4883 5391 5898 63106 6841243455126612771288120.080.090.100.110.120.160.180.210.230.260.050.050.060.070.080.100.110.120.140.1

41、60.110.120.120.150.180.210.240.270.310.350.070.070.080.090.110.120.150.170.190.210.160.180.200.210.270.310.360.410.470.530.100.110.120.120.160.190.210.240.270.320.230.260.290.330.400.470.55. . . . . . .0.140.160.170.200.240.270.33. . . . . . .0.310.350.380.440.53. . . . . . . . . . .0.190.210.230.26

42、0.32. . . . . . . . . . .90 113 72 9 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .96 121 77 912 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .102 128 82 934 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .108 136 87 10 . . . . . . . . . . . . . . . . . . . . . .

43、 . . . . . . . .114 143 92 1012 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .120 151 97 11 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .132 166 106 12 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .144 180 116 13 . . . . . . . . . . . . . . . . . . . . . . . .

44、 . . . . . .Concrete strengthB , psi 4000 4000 4000 5000 6000A For sizes and loads beyond those shown in this table, pipe designs are available which 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.B Concrete st

45、rength for designs with reinforcement tabulated. For modified or special designs, see 7.3.C507 18a36.2 Cementitious Materials:6.2.1 CementCement shall conform to the requirements for portland cement of Specification C150/C150M, or shall beportland blast-furnace slag cement, portland-limestone cement

46、, or portland-pozzolan cement conforming to the requirements ofSpecification C595/C595M, except that the pozzolan constituent in the Type IP portland pozzolan 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

47、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 combination 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 s

48、lag 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 cement and slag cement,6.2.4.6 A combination of portland cement or portland-limestone cement and fly ash,6.2.4.7 A combination of portland cemen

49、t 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 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 Spe