ASTM C507-2013 Standard Specification for Reinforced Concrete Elliptical Culvert Storm Drain and Sewer Pipe《钢筋混凝土制椭圆形涵洞、雨水道和污水管标准规格》.pdf

1、Designation: C507 12aC507 13Standard 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 Department of Defense.1. Scope1.1 This specification covers rei

3、nforced 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 placement wi

4、th 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.NOTE 1This specification is a manufacturing and purchase specification only, and does

5、 not include requirements for bedding, backfill, or therelationship between field load condition and the strength classification of pipe. 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,

6、 and care that the installation conforms to the constructionspecifications. The owner of the reinforced concrete pipe specified herein is cautioned that he must correlate the field requirements with the class of pipespecified and provide inspection at the construction site.2. Referenced Documents2.1

7、 ASTM Standards:2A36/A36M Specification for Carbon Structural SteelA615/A615M Specification for Deformed and Plain Carbon-Steel Bars for Concrete ReinforcementA706/A706M Specification for Low-Alloy Steel Deformed and Plain Bars for Concrete ReinforcementA1064/A1064M Specification for Carbon-Steel Wi

8、re and Welded Wire Reinforcement, Plain and Deformed, for ConcreteC33 Specification for Concrete AggregatesC150 Specification for Portland CementC260 Specification for Air-Entraining Admixtures for ConcreteC309 Specification for Liquid Membrane-Forming Compounds for Curing ConcreteC494/C494M Specifi

9、cation for Chemical Admixtures for ConcreteC497 Test Methods for Concrete Pipe, Manhole Sections, or TileC595 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

10、ProductsC989 Specification for Slag Cement for Use in Concrete and MortarsC1017/C1017M Specification for Chemical Admixtures for Use in Producing Flowing ConcreteC1116 Specification for Fiber-Reinforced Concrete and Shotcrete3. Terminology3.1 DefinitionsFor definitions of terms relating to concrete

11、pipe, see Terminology C822.1 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 Sept. 15, 2012Jan. 15, 2013. Published October 2012February 2013. Orig

12、inally approved in 1963. Last previous edition approved in 2012 asC507 12.C507 12A. DOI: 10.1520/C0507-12A.10.1520/C0507-13.2 For referencedASTM standards, visit theASTM website, www.astm.org, or contactASTM Customer Service at serviceastm.org. For Annual Book of ASTM Standardsvolume information, re

13、fer 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. Becauseit may not be technically possible to adequately depict all c

14、hanges 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.Copyright ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959.

15、 United States14. 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-IIICla

16、ss 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 bef

17、ore, 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 Plant Load-Bearing Tests, Material Tests, and Inspectio

18、n 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 required in 6.2, 6.3, 6.5,TABL

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

20、 such reinforcement 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 per

21、mitted instead of double cage reinforcement. The area of such reinforcement shallbe in accordance with Fig. 2.DesignatedDiameter,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-Loads

22、0.01 = 600Ult = 9000.01 = 800Ult = 12000.01 = 1000Ult = 15000.01 = 1350Ult = 20000.01 = 2000Ult = 3000InCageOutCageInCageOutCageInCageOutCageInCageOutCageInCageOutCage1824273033363942485414 2319 3022 3424 3827 4229 4532 4934 5338 6043 68234314312334334412434551260.080.110.140.100.120.110.120.150.170

23、.20. . . . . . .0.100.120.110.120.150.170.200.110.150.180.120.170.150.170.200.230.27. . . . . . .0.120.170.150.170.200.230.270.140.190.230.170.210.190.210.240.270.34. . . . . . .0.170.210.190.210.240.270.340.190.260.310.230.270.260.290.330.390.45. . . . . . .0.230.270.260.290.330.390.450.270.390.450

24、.340.410.390.440.50. . . . . . . . . . .0.340.410.390.440.50. . . 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 0.41 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 0.7

25、8 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 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .102 82 128 934 . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

26、.108 87 136 10 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .114 92 143 1012 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .120 97 151 11 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .132 106 166 12 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .144

27、116 180 13 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .Concrete strengthB , psi 4000 4000 4000 18 to 66 in.4000400072 to 84 in.5000A 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, mu

28、ltiple 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 132and 6.6; by an absorption test of the concrete from the wall of the pipe as required in 11.9; and by visual inspection

29、 of the finishedpipe to determine its conformance with the accepted design and its freedom from defects.5.1.2 Acceptance on the Basis of Material Tests and Inspection of Manufactured Pipe for Defects and ImperfectionsAcceptability of the pipe in all diameters and classes produced in accordance with

30、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 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 inspecti

31、on of thefinished pipe, including amount and placement of reinforcement, to determine its conformance with the accepted design and 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 basi

32、s of acceptance.5.2 Age for AcceptancePipe shall be considered ready for acceptance when they conform to the requirements as indicated bythe specified tests.6. Materials6.1 The aggregate shall be so sized, graded, proportioned, and mixed with such proportions of portland cement, blendedhydraulic cem

33、ent, or portland cement and supplementary cementing materials, or admixtures, if used, or a combination thereof,and water to produce a homogeneous concrete mixture of such quality that the pipe will conform to the test and designrequirements of this specification. In no case, however, shall the prop

34、ortion of portland cement, blended hydraulic cement, or acombination of portland cement and supplementary cementing materials be less than 470 lb/yd3.6.2 Cementitious Materials:6.2.1 CementCement shall conform to the requirements of Specification C150, or shall be portland blast-furnace slag cement,

35、or slag modified portland cement, or portland-pozzolan cement conforming to the requirements of Specification C595, except thatthe pozzolan constituent in the Type IP portland pozzolan cement shall be fly ash.TABLE 2 Design Requirements for Vertical Elliptical PipeANOTE 1Test load in pounds per line

36、ar 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, providing tension steel at the top, bottom, and spring

37、line, 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. The area of such reinforcement shallbe in accordance

38、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 = 20000.01 = 2000Ult = 30000.01 = 3000Ult = 37500.01 = 4000Ul

39、t = 5000InCageOutCageInCageOutCageInCageOutCageInCageOutCageInCageOutCage3639424854606672788445 2949 3253 3460 3868 4376 4883 5391 5898 63106 6841243455126612771288120.080.090.100.110.120.160.180.210.230.260.050.050.060.070.080.100.110.120.140.160.110.120.120.150.180.210.240.270.310.350.070.070.080.

40、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. . . . . . . . . . .0.190.210.230.260.32. . . . . . . . . . .90 113 72 9 . . . . . . . . .

41、. . . . . . . . . . . . . . . . . . . . .96 121 77 912 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .102 128 82 934 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .108 136 87 10 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .114 143 92 1012 . . . . . . . . . . . .

42、 . . . . . . . . . . . . . . . . . .120 151 97 11 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .132 166 106 12 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .144 180 116 13 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .Concrete strengthB , psi 4000 4000 4000 500

43、0 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 strength for designs with reinforcement tabulated. For mo

44、dified or special designs, see 7.3.C507 1336.2.2 Ground Granulated Blast-Furnace Slag (GGBFS)GGBFS shall conform to the requirements of Grade 100 or 120 ofSpecification C989.6.2.3 Fly AshFly ash shall conform to the requirements of Class F or Class C of Specification C618.6.2.4 Allowable Combination

45、s 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 slag cement only,6.2.4.3 Slag modified portland cement only,6.2.4.4 Portland pozzolan cement only,6.2.4.5 A combination o

46、f portland cement and ground granulated blast-furnace slag,6.2.4.6 A combination of portland cement and fly ash, or6.2.4.7 A combination of portland cement, ground granulated blast-furnace slag (not to exceed 25 % of the total cementitiousweight) and fly ash (not to exceed 25 % of the total cementit

47、ious weight.slag, and fly ash.6.2.4.8 A combination of portland pozzolan cement and fly ash.6.3 AggregatesAggregates shall conform to Specification C33 except that the requirement for gradation shall not apply.6.4 Admixtures and BlendsThe following admixtures and blends are allowable:6.4.1 Air-entra

48、ining admixture conforming to Specification C260;6.4.2 Chemical admixture conforming to Specification 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 Reinforcement

49、Reinforcement shall conform to the requirements of Specification A1064/A1064M, or barsconforming to Specification A36/A36M, Specification A615/A615M Grade 40 or 60, or Specification A706/A706M Grade 60. Forhelically wound cages only, weld shear tests are not required.6.6 Synthetic FibersCollated fibrillated virgin polypropylene fibers may be used, at the manufacturers option, in concretepipe as a nonstructural manufacturi