ASTM C507-2011 Standard Specification for Reinforced Concrete Elliptical Culvert Storm Drain and Sewer Pipe《钢筋混凝土制椭圆形涵管，雨水管和污水管用标准规格》.pdf

1、Designation:C50710b Designation: C507 11Standard 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 re

2、vision, 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 Department of Defense.1. Scope1.1 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.NOTE 1This specification is a manufacturing and purchase specification on

5、ly, and does 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 a

6、nd backfill, 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

7、Documents2.1 ASTM Standards:2A36/A36M Specification for Carbon Structural SteelA82/A82M Specification for Steel Wire, Plain, for Concrete ReinforcementA185/A185M Specification for Steel Welded Wire Reinforcement, Plain, for ConcreteA496/A496M Specification for Steel Wire, Deformed, for Concrete Rein

8、forcementA497/A497M Specification for Steel Welded Wire Reinforcement, Deformed, for ConcreteA615/A615M Specification for Deformed and Plain Carbon-Steel Bars for Concrete ReinforcementA706/A706M Specification for Low-Alloy Steel Deformed and Plain Bars for Concrete ReinforcementC33 Specification fo

9、r Concrete AggregatesC150 Specification for Portland CementC260 Specification for Air-Entraining Admixtures for ConcreteC309 Specification for Liquid Membrane-Forming Compounds for Curing ConcreteC494/C494M Specification for Chemical Admixtures for ConcreteC497 Test Methods for Concrete Pipe, Manhol

10、e 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 ProductsC989 Specification for Slag Cement for Use in Concrete and MortarsC1017/C1017M

11、 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 pipe, see Terminology C822.1This specification is under the jurisdiction of ASTM Commi

12、ttee C13 on Concrete Pipe and is the direct responsibility of Subcommittee C13.02 on Reinforced Sewerand Culvert Pipe.Current edition approved Oct.Feb. 1, 2010.2011. Published October 2010.March 2011. Originally approved in 1963. Last previous edition approved in 2010 asC507 10ab. DOI: 10.1520/C0507

13、-10B.10.1520/C0507-11.2For referenced ASTM standards, visit the ASTM website, www.astm.org, or contact ASTM Customer Service at serviceastm.org. For Annual Book of ASTM Standardsvolume information, refer to the standards Document Summary page on the ASTM website.1This document is not an ASTM standar

14、d 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 changes accurately, ASTM recommends that users consult prior editions as appropriate. In all cases o

15、nly 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, United States.4. Classification4.1 Pipe manufactured according to this specification shall be of f

16、ive classes each for horizontal elliptical and vertical ellipticalpipe with identification as follows:C507 112Horizontal Elliptical Pipe Vertical Elliptical PipeClass HE-A Class VE-IIClass HE-I Class VE-IIIClass HE-II Class VE-IVClass HE-III Class VE-VClass HE-IV Class VE-VI4.2 The strength requirem

17、ents 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 before, placing an order, there are two separate and alternativebases of acceptance. Independe

18、nt 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 Inspection of Manufactured Pipe for Visual Defectsand ImperfectionsAcceptability of the pipe in all

19、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,and 6.6; by an absorption test of the concrete from the wall of the pipe as required in 11.9; a

20、nd 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 Basis of Material Tests and Inspection of Manufactured Pipe for Defects and ImperfectionsAcceptability of the pipe in all diameters and classes produ

21、ced in accordance with 7.1 or 7.2 shall be determined by the resultsTABLE 1 Design Requirements for Horizontal Elliptical (HE) PipeANOTE 1The test load in pounds per linear foot equals D-load 3 inside span in feet.NOTE 2Single cage reinforcement, providing tension steel at the top, bottom, and sprin

22、gline, 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 shall be permitted instead of double cage reinforcement. The area of such reinforcement shallbe in accordance

23、 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.DesignatedDiameter,EquivalentRoundSize, in.DesignatedRise, in. 3Span, in.MinimumWallThickness,in.Reinforcement, in.2

24、/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 = 3000InCageOutCageInCageOutCageInCageOutCageInCageOutCageInCageOutCage1824273033363942485414 3 2319 3 3022 3 3424 3 3827 3 4229

25、3 4532 3 4934 3 5338 3 6043 3 68234314312334334412434551260.080.110.140.100.120.110.120.150.170.20.0.100.120.110.120.150.170.200.110.150.180.120.170.150.170.200.230.27.0.120.170.150.170.200.230.270.140.190.230.170.210.190.210.240.270.34.0.170.210.190.210.240.270.340.190.260.310.230.270.260.290.330.3

26、90.45.0.230.270.260.290.330.390.450.270.390.450.340.410.390.440.50.0.340.410.390.440.5060 48 3 76 612 0.24 0.24 0.32 0.32 0.40 0.40 0.53 0.53 . . . . . .66 53 3 83 7 0.27 0.27 0.36 0.36 0.45 0.45 0.60 0.60 . . . . . .72 58 3 91 712 0.31 0.31 0.41 0.41 0.52 0.52 0.70 0.70 . . . . . .78 63 3 98 8 0.34

27、 0.34 0.45 0.45 0.56 0.56 0.78 0.78 . . . . . .84 68 3 106 812 0.38 0.38 0.50 0.50 0.63 0.63 0.88 0.88 . . . . . .90 72 3 113 9 . . . . . . . . . .96 77 3 121 912 . . . . . . . . . .102 82 3 128 934 . . . . . . . . . .108 87 3 136 10 . . . . . . . . . .114 92 3 143 1012 . . . . . . . . . .120 97 3 1

28、51 11 . . . . . . . . . .132 106 3 166 12 . . . . . . . . . .144 116 3 180 13 . . . . . . . . . .Concrete strengthB, psi 4000 4000 4000 18 to 66 in.4000400072 to 84 in.5000AFor sizes and loads beyond those shown in this table, pipe designs are available that make use of one or a combination of the f

29、ollowing: shear steel, multiple cages,or thicker walls in accordance with the provisions of 7.3.BConcrete strength for designs with reinforcement tabulated. For modified or special designs, see 7.3.C507 113of such material tests as are required in 6.2, 6.3, 6.5, and 6.6; by crushing tests on concret

30、e 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 itsfreed

31、om 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 indicated byth

32、e specified tests.6. Materials6.1 The aggregate shall be so sized, graded, proportioned, and mixed with such proportions of portland cement, blendedhydraulic cement, or portland cement and supplementary cementing materials, or admixtures, if used, or a combination thereof,and water to produce a homo

33、geneous concrete mixture of such quality that the pipe will conform to the test and designrequirements of this specification. In no case, however, shall the proportion of portland cement, blended hydraulic cement, or acombination of portland cement and supplementary cementing materials be less than

34、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,or slag modified portland cement, or portland-pozzolan cement conforming to the requirements of Specification C595, except thatthe pozzolan

35、 constituent in the Type IP portland pozzolan cement shall be fly ash.6.2.2 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.

36、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,TABLE 2 Design Requirements for Vertical Elliptical PipeANOTE 1Test load in pounds per linear foot equals D-load 3 inside spa

37、n 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 springline, shall be permitted instead

38、 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 with Fig. 4.DesignatedDiameter,E

39、quivalentRoundSize, in.DesignatedRise, in. 3Span, 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 = 4000Ult = 5000InCageOutCageInCageOutC

40、ageInCageOutCageInCageOutCageInCageOutCage3639424854606672788445 3 2949 3 3253 3 3460 3 3868 3 4376 3 4883 3 5391 3 5898 3 63106 3 6841243455126612771288120.080.090.100.110.120.160.180.210.230.260.050.050.060.070.080.100.110.120.140.160.110.120.120.150.180.210.240.270.310.350.070.070.080.090.110.120

41、.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 3 72 9 . . . . . . . . . .96 121 3 77 912 . . . . . . . . . .102 128 3 82 934 . . . . . . . . . .1

42、08 136 3 87 10 . . . . . . . . . .114 143 3 92 1012 . . . . . . . . . .120 151 3 97 11 . . . . . . . . . .132 166 3 106 12 . . . . . . . . . .144 180 3 116 13 . . . . . . . . . .Concrete strengthB, psi 4000 4000 4000 5000 6000AFor sizes and loads beyond those shown in this table, pipe designs are av

43、ailable 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.BConcrete strength for designs with reinforcement tabulated. For modified or special designs, see 7.3.C507 1146.2.4.2 Portland blast furnace slag cem

44、ent only,6.2.4.3 Slag modified portland cement only,6.2.4.4 Portland pozzolan cement only,6.2.4.5 A combination of 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-furnac

45、e slag (not to exceed 25 % of the total cementitiousweight) and fly ash (not to exceed 25 % of the total cementitious weight.6.2.4.8 A combination of portland pozzolan cement and fly ash, provided the fly ash added does not exceed 25 % by weight ofthe portland pozzolan cement.6.3 AggregatesAggregate

46、s 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-entraining admixture conforming to Specification C260;6.4.2 Chemical admixture conforming to Specification C494/C494M;6.

47、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 conforming to Specification A82/A82M or SpecificationA496/A496M; or of wire rei

48、nforcement conforming to Specification A185/A185M or Specification A497/A497M; or of barsconforming to Specification A36/A36M, Specification A615/A615M Grade 40 or 60, or Specification A706/A706M Grade 60.6.6 Synthetic FibersCollated fibrillated virgin polypropylene fibers may be used, at the manufa

49、cturers option, in concretepipe as a nonstructural manufacturing material. Only Type III synthetic fibers designed and manufactured specifically for use inconcrete and conforming to the requirements of Specification C1116 shall be accepted.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 by the internal dimensions shown in Fig. 5, subject to the permissible variations of 12.1.7.2 Design TablesThe