1、Designation: C507M 13aStandard 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 revision,
2、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 specification covers
3、 reinforced elliptically shapedconcrete pipe to be used for the conveyance of sewage,industrial wastes, storm water, and for the construction ofculverts.1.2 Pipe designed for placement with the major axis hori-zontal shall be designated as “Horizontal Elliptical Pipe.” Pipedesigned for placement wit
4、h the major axis vertical shall bedesignated as “Vertical Elliptical Pipe.”1.3 This specification is the SI companion to SpecificationC507.NOTE 1This specification is a manufacturing and purchase specifica-tion only, and does not include requirements for bedding, backfill, or therelationship between
5、 field load condition and the strength classification ofpipe. However, experience has shown that the successful performance ofthis product depends upon the proper selection of the class of pipe, typeof bedding and backfill, and care that the installation conforms toconstruction specifications. The o
6、wner of the reinforced concrete pipespecified herein is cautioned that he must correlate the field requirementswith the class of pipe specified and provide inspection at the constructionsite.2. Referenced Documents2.1 ASTM Standards:2A36/A36M Specification for Carbon Structural SteelA615/A615M Speci
7、fication for Deformed and Plain Carbon-Steel Bars for Concrete ReinforcementA706/A706M Specification for Low-Alloy Steel Deformedand Plain Bars for Concrete ReinforcementA1064/A1064M Specification for Carbon-Steel Wire andWelded Wire Reinforcement, Plain and Deformed, forConcreteC33 Specification fo
8、r Concrete AggregatesC150 Specification for Portland CementC260 Specification for Air-Entraining Admixtures for Con-creteC309 Specification for Liquid Membrane-Forming Com-pounds for Curing ConcreteC494/C494M Specification for Chemical Admixtures forConcreteC497M Test Methods for Concrete Pipe, Manh
9、ole Sections,or Tile MetricC595 Specification for Blended Hydraulic CementsC618 Specification for Coal Fly Ash and Raw or CalcinedNatural Pozzolan for Use in ConcreteC822 Terminology Relating to Concrete Pipe and RelatedProductsC989 Specification for Slag Cement for Use in Concrete andMortarsC1017/C
10、1017M Specification for Chemical Admixtures forUse in Producing Flowing ConcreteC1116 Specification for Fiber-Reinforced Concrete andShotcrete3. Terminology3.1 DefinitionsFor definitions of terms relating to con-crete pipe, see Terminology C822.4. Classification4.1 Pipe manufactured according to thi
11、s specification shallbe of five classes each for horizontal elliptical and verticalelliptical pipe 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 Class VE-VClass HE-IV Class VE-VI4.2 T
12、he strength requirements for horizontal elliptical pipeare prescribed in Table 1 and for vertical elliptical pipe areprescribed in 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 and1This specification is u
13、nder the jurisdiction of ASTM Committee C13 onConcrete Pipe and is the direct responsibility of Subcommittee C13.02 onReinforced Sewer and Culvert Pipe.Current edition approved Feb. 15, 2013. Published March 2013. Originallyapproved in 1980. Last previous edition approved in 2013 as C507M 13. DOI:10
14、.1520/C0507M-13A.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.Copyright ASTM International, 100 Barr Harbo
15、r Drive, PO Box C700, West Conshohocken, PA 19428-2959. United States1alternative bases of acceptance. Independent of the method ofacceptance, the pipe shall be designed to meet both the 0.01-in.crack and ultimate strength requirements specified in Table 1.5.1.1 Acceptance on Basis of Plant Load-Bea
16、ring Tests,Material Tests, and Inspection of Manufactured Pipe for VisualDefects and ImperfectionsAcceptability of the pipe in alldiameters and classes produced in accordance with 7.1 or 7.2shall be determined by the results of the three-edge-bearingtests as defined in 11.3.1; by such material tests
17、 as are requiredin 6.2, 6.3, 6.5 and 6.6; by an absorption test of the concretefrom the wall of the pipe as required in 11.9; and by visualinspection of the finished pipe to determine its conformancewith the accepted design prescribed and its freedom fromdefects.5.1.2 Acceptance on the Basis of Mate
18、rial Test and Inspec-tion of Manufactured Pipe for Defects and ImperfectionsAcceptability of the pipe in all diameters and classes producedin 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;bycrushing tests on concrete core
19、s or cured concrete cylinders; byan absorption test of the concrete from the wall of the pipe foreach mix design that is used on an order; and by inspection ofthe finished pipe, including amount and placement ofreinforcement, to determine its conformance with the accepteddesign and its freedom from
20、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.TABLE 1 Design Requirements for Horizontal Elliptical (HE) PipeANOTE 1The test load in kilonewtons per linear metre equals D-load in
21、side 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 reinforcement shall be 112 % of the tabulated inner cage area.NOTE 3An inner and outer cage plus quadrant mat
22、s 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 instead of double cage reinforcement. The area of such reinforcement shallbe in accordance with Fig. 2.Desig
23、nated Di-ameter, Equiva-lent RoundSize, mmDesignatedRise, mm Span, mmMinimumWallThickness,mmReinforcement, cm2/linear mClassHE-AClassHE-IClassHE-IIClassHE-IIIClassHE-IVD-Loads0.3=30Ult = 450.3=40Ult = 600.3=50Ult = 750.3=65Ult = 1000.3 = 100Ult = 150InCageOutCageInCageOutCageInCageOutCageInCageOutCa
24、geInCageOutCage450 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 . . . 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
25、 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 10.61200 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 .
26、 . . . . .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 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.
27、6 10.6 13.3 13.3 18.6 18.6 . . . . . .2250 1830 2880 225 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .2400 1950 3070 238 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .2550 2075 3265 244 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .2700 2195 3455 250 . . . . .
28、 . . . . . . . . . . . . . . . . . . . . . . . . .2850 2315 3648 263 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .3000 2440 3840 275 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .3300 2680 4225 300 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .3600 2925 4610 3
29、25 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .Concrete strengthB, MPa 27.6 27.6 27.6 450 to 1650mm, 27.627.61800 to 2100mm, 34.5AConcrete strength for designs with reinforcement tabulated. For modified or special designs, see 7.3.BFor sizes and loads beyond those shown in this table,
30、 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 13a25.2 Age for AcceptancePipe shall be considered ready foracceptance when they conform to the requirements as indicatedby
31、the specified tests.6. Materials6.1 Reinforced ConcreteThe reinforced concrete shallconsist of cementitious materials, mineral aggregates, andwater, in which steel has been embedded in such a manner thatthe steel and concrete act together.6.2 Cementitious Materials:6.2.1 CementCement shall conform t
32、o the requirements ofSpecification C150, or shall be portland blast-furnace slagcement, or slag modified portland cement, or portland-pozzolan cement conforming to the requirements of Specifica-tion C595, except that the pozzolan constituent in the Type IPportland pozzolan cement shall be fly ash an
33、d shall not exceed25 % by weight.6.2.2 Ground Granulated Blast-Furnace Slag (GGBFS)GGBFS shall conform to the requirements of Grade 100 or 120of Specification C989.6.2.3 Fly AshFly ash shall conform to the requirements ofClass F or Class C of Specification C618.6.2.4 Allowable Combinations of Cement
34、itious MaterialsThe combination of cementitious materials used in the concreteshall be 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 of portland
35、cement and groundgranulated blast-furnace slag,6.2.4.6 A combination of portland cement and fly ash,6.2.4.7 A combination of portland cement, ground granu-lated blast-furnace slag, and fly ash, or6.2.4.8 A combination of portland pozzolan cement and flyash.6.3 AggregatesAggregates shall conform to S
36、pecificationC33 except that the requirement for gradation shall not apply.6.4 Admixtures and BlendsThe following admixtures andblends are allowable:6.4.1 Air-entraining admixture conforming to SpecificationC260;6.4.2 Chemical admixture conforming to SpecificationC494/C494M;TABLE 2 Design Requirement
37、s for Vertical Elliptical PipeANOTE 1Test load in kilonewtons per linear metre equals D-load inside span in millimetres.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 3Sin
38、gle cage reinforcement, providing tension steel at the top, bottom, and spring 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 do
39、uble cage reinforcement. The area of such reinforcement shallbe in accordance with Fig. 4.Designated Di-ameter, Equiva-lent RoundSize, mmDesignatedRise, mm Span, mmMinimumWallThickness,mmReinforcement, cm2/linear mClassVE-IIClassVE-IIIClassVE-IVClassVE-VClassVE-VID-Loads0.3=50Ult = 750.3=65Ult = 100
40、0.3 = 100Ult = 1500.3 = 140Ult = 1750.3 = 190Ult = 235InCageOutCageInCageOutCageInCageOutCageInCageOutCageInCageOutCage900 1150 730 113 1.7 1.1 2.3 1.5 3.4 2.1 4.9 3.0 6.6 4.0975 1250 795 119 1.9 1.1 2.5 1.5 3.8 2.3 5.5 3.4 7.4 4.41050 1345 855 125 2.1 1.3 2.8 1.7 4.2 2.5 6.1 3.6 8.0 4.91200 1535 97
41、5 138 2.3 1.5 3.2 1.9 4.7 2.8 7.0 4.2 9.3 5.51350 1730 1095 150 2.8 1.7 3.8 2.3 5.7 3.4 8.5 5.1 11.2 5.81500 1920 1220 163 3.4 2.1 4.4 2.8 6.6 4.0 9.9 5.9 . . . . . .1650 2110 1340 175 3.8 2.3 5.3 3.2 7.6 4.7 11.6 7.0 . . . . . .1800 2305 1465 188 4.4 2.8 5.9 3.6 8.7 5.3 . . . . . . . . . . . .1950
42、2495 1585 200 4.9 3.0 6.6 4.0 9.9 5.9 . . . . . . . . . . . .2100 2690 1705 213 5.5 3.4 7.4 4.4 11.2 6.8 . . . . . . . . . . . .2250 2880 1830 225 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .2400 3070 1950 238 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .2550 3265 2075 2
43、44 . . . . . . . . . . . . . . . . . . . . . . . . . . . . .2700 3455 2195 250 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .2850 3648 2315 263 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .3000 3840 2440 275 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .3300 4
44、225 2680 300 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .3600 4610 2925 325 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .Concrete strengthB, MPa 27.6 27.6 27.6 34.5 41.4AFor sizes and loads beyond those shown in this table, pipe designs are available which make use of on
45、e 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.C507M 13a36.4.3 Chemical admixture for use in producing flowingconcrete con
46、forming to Specification C1017/C1017M; and6.4.4 Chemical admixture or blend approved by the owner.6.5 Steel ReinforcementReinforcement shall conform tothe requirements of Specification A1064/A1064M, or barsconforming to Specification A36/A36M, Specification A615/A615M Grade 40 or 60, or Specificatio
47、n A706/A706M Grade60. For helically wound cages only, weld shear tests are notrequired.6.6 Synthetic FibersCollated fibrillated virgin polypropyl-ene fibers may be used, at the manufacturers option, inconcrete pipe as a nonstructural manufacturing material. OnlyType III synthetic fibers designed and
48、 manufactured specifi-cally for use in concrete and conforming to the requirements ofSpecification C1116 shall be accepted.7. Design7.1 Size and ShapeThe standard sizes of elliptical pipeshall be as listed in Table 1 and Table 2. The internal shape foreach size pipe shall be defined by the internal
49、dimensionsshown in Fig. 5, subject to permissible variations.7.2 Design TablesThe wall thickness, compressivestrength of concrete, and the area of circumferential reinforce-ment shall be as prescribed in Table 1 and Table 2, subject tothe provisions of 7.3, 11.4, and Section 12.7.2.1 Footnotes to the tables herein are intended to beamplications of the tabulated requirements and are to beconsidered applicable and binding as if they were contained inthe body of the sp
