1、Designation: C 507 09Standard Specification forReinforced Concrete Elliptical Culvert, Storm Drain, andSewer Pipe1This standard is issued under the fixed designation C 507; the number immediately following the designation indicates the year oforiginal adoption or, in the case of revision, the year o
2、f 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 reinforce
3、d elliptically shapedconcrete pipe to be used for the conveyance of sewage,industrial wastes, and 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 with the
4、major axis vertical shall bedesignated as “Vertical Elliptical Pipe.”1.3 This specification is the inch-pound companion toSpecification C 507M; therefore, no SI equivalents are pre-sented in the specification.NOTE 1This specification is a manufacturing and purchase specifica-tion only, and does not
5、include requirements for bedding, backfill, or therelationship between 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 ca
6、re that the installation conforms to theconstruction specifications. The owner 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 Sta
7、ndards:2A 36/A 36M Specification for Carbon Structural SteelA 82/A 82M Specification for Steel Wire, Plain, for Con-crete ReinforcementA 185/A 185M Specification for Steel Welded Wire Rein-forcement, Plain, for ConcreteA 496/A 496M Specification for Steel Wire, Deformed, forConcrete ReinforcementA 4
8、97/A 497M Specification for Steel Welded Wire Rein-forcement, Deformed, for ConcreteA 615/A 615M Specification for Deformed and PlainCarbon-Steel Bars for Concrete ReinforcementA 706/A 706M Specification for Low-Alloy Steel De-formed and Plain Bars for Concrete ReinforcementC33 Specification for Con
9、crete AggregatesC 150 Specification for Portland CementC 260 Specification for Air-Entraining Admixtures for Con-creteC 309 Specification for Liquid Membrane-Forming Com-pounds for Curing ConcreteC 494/C 494M Specification for Chemical Admixtures forConcreteC 497M Test Methods for Concrete Pipe, Man
10、hole Sec-tions, or Tile MetricC 595 Specification for Blended Hydraulic CementsC 618 Specification for Coal Fly Ash and Raw or CalcinedNatural Pozzolan for Use in ConcreteC 822 Terminology Relating to Concrete Pipe and RelatedProductsC 989 Specification for Slag Cement for Use in Concreteand Mortars
11、C 1017/C 1017M Specification for Chemical Admixturesfor Use in Producing Flowing ConcreteC 1116 Specification for Fiber-Reinforced Concrete andShotcrete3. Terminology3.1 DefinitionsFor definitions of terms relating to con-crete pipe, see Terminology C 822.4. Classification4.1 Pipe manufactured accor
12、ding to this specification shallbe of five classes each for horizontal elliptical and verticalelliptical pipe with identification as follows:1This specification is under the jurisdiction of ASTM Committee C13 onConcrete Pipe and is the direct responsibility of Subcommittee C13.02 onReinforced Sewer
13、and Culvert Pipe.Current edition approved June 1, 2009. Published June 2009. Originallyapproved in 1963. Last previous edition approved in 2008 as C 507 08a.2For referenced ASTM standards, visit the ASTM website, www.astm.org, orcontact ASTM Customer Service at serviceastm.org. For Annual Book of AS
14、TMStandards volume information, refer to the standards Document Summary page onthe ASTM website.1Copyright ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959, United States.Horizontal Elliptical Pipe Vertical Elliptical PipeClass HE-A Class VE-IIClass HE-I Class
15、 VE-IIIClass HE-II Class VE-IVClass HE-III Class VE-VClass HE-IV Class VE-VI4.2 The 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 o
16、f,or before, placing an order, there are two separate andalternative 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.5.1.1 Acceptance on Basis of Plant Load-Bearing Tests,Material Tests, and Ins
17、pection 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 as are requiredin 6.2, 6.3, 6.5,
18、and 6.6; by an absorption test of the concretefrom the wall of the pipe for each mix design that is used on anorder; and by visual inspection of the finished pipe to deter-mine its conformance with the accepted design and its freedomfrom defects.5.1.2 Acceptance on the Basis of Material Tests and In
19、spec-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;by crushing tests on concrete cores or cured con
20、crete cylinders;by an absorption test of the concrete from the wall of the pipefor each mix design that is used on an order; and by inspectionof the finished pipe, including amount and placement ofreinforcement, to determine its conformance with the accepteddesign and its freedom from defects.TABLE
21、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 springline, shall be permitted instead of double cage reinforcement.The area of
22、 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
23、mitted 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/linear ftClass HE-A Class HE-I Class HE-II Class HE-III Class HE-IVD-Load
24、s0.01 = 600Ult = 9000.01 = 800Ult = 12000.01 = 1000Ult = 15000.01 = 1350Ult = 20000.01 = 2000Ult = 3000InCageOutCageInCageOutCageInCageOutCageInCageOutCageInCageOutCage1824273033363942485414 3 2319 3 3022 3 3424 3 3827 3 4229 3 4532 3 4934 3 5338 3 6043 3 68234314312334334412434551260.080.110.140.10
25、0.120.110.130.150.170.20.0.100.120.110.130.150.170.200.110.150.180.130.170.150.170.200.230.27.0.130.170.150.170.200.230.270.140.190.230.170.210.190.210.240.280.34.0.170.210.190.210.240.280.340.190.260.310.230.280.260.290.330.390.45.0.230.280.260.290.330.390.450.270.390.460.340.410.390.440.50.0.340.4
26、10.390.440.5060 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 0.61 0.61 . . . . . .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 0.34 0.45 0.45 0.56 0.56 0.78 0.78 . . . . . .84 68 3 106 812 0.38 0.38 0
27、.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 3 151 11 . . . . . . . . . .132 106 3 166 12 . . . . . . . . . .144 116 3 180
28、 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 following: shear steel, multiple cages,or thicker walls in accordance with
29、the provisions of 7.3.BConcrete strength for designs with reinforcement tabulated. For modified or special designs, see 7.3.C5070925.1.3 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 f
30、or AcceptancePipe shall be considered ready foracceptance when they conform to the requirements as indicatedby the 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
31、 supplementarycementing materials, or admixtures, if used, or a combinationthereof, and water to produce a homogeneous concrete mixtureof such quality that the pipe will conform to the test and designrequirements of this specification. In no case, however, shallthe proportion of portland cement, ble
32、nded hydraulic cement,or a combination of portland cement and supplementarycementing materials be less than 470 lb/yd3.6.2 Cementitious Materials:6.2.1 CementCement shall conform to the requirementsof Specification C 150, or shall be portland blast-furnace slagcement, or slag modified portland cemen
33、t, or portland-pozzolan cement conforming to the requirements of Specifica-tion C 595, except that the pozzolan constituent in the Type IPportland 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 120of Specific
34、ation C 989.6.2.3 Fly AshFly ash shall conform to the requirements ofClass F or Class C of Specification C 618.6.2.4 Allowable Combinations of Cementitious 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 Portla
35、nd 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 cement and groundgranulated 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
36、 granu-lated blast-furnace slag (not to exceed 25 % of the totalcementitious weight) and fly ash (not to exceed 25 % of thetotal cementitious weight.6.3 AggregatesAggregates shall conform to SpecificationC33except that the requirement for gradation shall not apply.6.4 Admixtures and BlendsThe follow
37、ing admixtures andblends are allowable:6.4.1 Air-entraining admixture conforming to SpecificationC 260;TABLE 2 Design Requirements for Vertical Elliptical PipeANOTE 1Test load in pounds per linear foot equals D-load 3 inside span in feet.NOTE 2An inner and outer cage plus quadrant mats shall be perm
38、itted 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 of double cage reinforcement.The area of such reinforcement shall be 11
39、2 % 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,EquivalentRoundSize, in.DesignatedRise, in. 3Span, in.MinimumWallThicknes
40、s,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 = 5000InCageOutCageInCageOutCageInCageOutCageInCageOutCageInCageOutCage3639424854606672788445 3 2949
41、3 3253 3 3460 3 3868 3 4376 3 4883 3 5391 3 5898 3 63106 3 6841243455126612771288120.080.090.100.110.130.160.180.210.230.260.050.050.060.070.080.100.110.130.140.160.110.120.130.150.180.210.250.280.310.350.070.070.080.090.110.130.150.170.190.210.160.180.200.220.270.310.360.410.470.530.100.110.120.130
42、.160.190.220.250.280.320.230.260.290.330.400.470.55.0.140.160.170.200.240.280.33.0.310.350.380.440.53.0.190.210.230.260.32.90 113 3 72 9 . . . . . . . . . .96 121 3 77 912 . . . . . . . . . .102 128 3 82 934 . . . . . . . . . .108 136 3 87 10 . . . . . . . . . .114 143 3 92 1012 . . . . . . . . . .1
43、20 151 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 available which make use of one or a combination of the following: shear s
44、teel, 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.C5070936.4.2 Chemical admixture conforming to SpecificationC 494/C 494M;6.4.3 Chemical admixture for use in producing f
45、lowingconcrete conforming to Specification C 1017/C 1017M; and6.4.4 Chemical admixture or blend approved by the owner.6.5 Steel ReinforcementReinforcement shall consist ofwire conforming to Specification A 82/A 82M or SpecificationA 496/A 496M; or of wire reinforcement conforming to Speci-fication A
46、 185/A 185M or Specification A 497/A 497M;orofbars conforming to Specification A 36/A 36M, SpecificationA 615/A 615M Grade 40 or 60, or Specification A 706/A 706M Grade 60.6.6 Synthetic FibersCollated fibrillated virgin polypropy-lene fibers may be used, at the manufacturers option, inconcrete pipe
47、as a nonstructural manufacturing material. OnlyType III synthetic fibers designed and manufactured specifi-cally for use in concrete and conforming to the requirements ofSpecification C 1116 shall be accepted.7. Design7.1 Size and ShapeThe standard sizes of elliptical pipeshall be as listed in Table
48、 1 and Table 2. The internal shape foreach size pipe shall be defined by the internal dimensionsshown in Fig. 5, subject to the permissible variations of 12.1.7.2 Design TablesThe wall thickness, compressivestrength of concrete, and the area of circumferential reinforce-ment shall be as prescribed i
49、n Table 1 and Table 2, subject tothe provisions of 7.3 and Sections 11 and 12.7.2.1 Footnotes to the tables herein are intended to beamplifications of the tabulated requirements and are to beconsidered applicable and binding as if they were contained inthe body of the specification.7.3 Modified and Special Designs:7.3.1 If permitted by the owner, the manufacturer mayrequest approval by the owner of modified designs which differfrom the designs in this Section 7; or special designs for sizesNOTE 1The total rein
