1、Designation: C507 15Standard 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 year of
2、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. Scope1.1 This specification covers reinfo
3、rced 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 t
4、he major axis vertical shall bedesignated as “Vertical Elliptical Pipe.”1.3 This specification is the inch-pound companion toSpecification C507M; therefore, no SI equivalents are pre-sented in the specification. Reinforced concrete pipe thatconforms to the requirements of C507M are acceptable undert
5、his Specification C507 unless prohibited by the owner.NOTE 1This specification is a manufacturing and purchase specifica-tion only, and does not include requirements for bedding, backfill, or therelationship between field load condition and the strength classification ofpipe. However, experience has
6、 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 to theconstruction specifications. The owner of the reinforced concrete pipespecified herein is cautioned that he must co
7、rrelate 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 Specification for Deformed and Plain Carbon-Steel Bars for Concrete ReinforcementA706/
8、A706M Specification for Deformed and Plain Low-Alloy Steel Bars for Concrete ReinforcementA1064/A1064M Specification for Carbon-Steel Wire andWelded Wire Reinforcement, Plain and Deformed, forConcreteC33/C33M Specification for Concrete AggregatesC150/C150M Specification for Portland CementC260/C260M
9、 Specification for Air-Entraining Admixturesfor ConcreteC309 Specification for Liquid Membrane-Forming Com-pounds for Curing ConcreteC443 Specification for Joints for Concrete Pipe andManholes, Using Rubber GasketsC494/C494M Specification for Chemical Admixtures forConcreteC497 Test Methods for Conc
10、rete Pipe, Manhole Sections, orTileC595/C595M 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/C989M Specification for Slag Cement for Use inConcret
11、e and MortarsC990 Specification for Joints for Concrete Pipe, Manholes,and Precast Box Sections Using Preformed Flexible JointSealantsC1017/C1017M Specification for Chemical Admixtures forUse in Producing Flowing ConcreteC1116/C1116M Specification for Fiber-Reinforced ConcreteC1602/C1602M Specificat
12、ion for Mixing Water Used in theProduction of Hydraulic Cement Concrete3. Terminology3.1 DefinitionsFor definitions of terms relating to concretepipe, see Terminology C822.4. Classification4.1 Pipe manufactured according to this specification shallbe of five classes each for horizontal elliptical an
13、d 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 and Culvert Pipe.Current edition approved Oct. 15, 2015. Published November 2015. Or
14、iginallyapproved in 1963. Last previous edition approved in 2014 as C507 14. DOI:10.1520/C0507-15.2For 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 Docu
15、ment Summary page onthe ASTM website.Copyright ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959. United States1Horizontal 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 H
16、E-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 of,or before, placing an order, there are two separate andalt
17、ernative 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 Inspection of Manufactured Pipe for VisualDefects and Imperfect
18、ionsAcceptability 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, and 6.6; by an absorption test of the concretefrom the wall
19、of the pipe as required in 11.9; and by visualinspection of the finished pipe to determine its conformancewith the accepted design and its freedom from defects.5.1.2 Acceptance on the Basis of Material Tests and Inspec-tion of Manufactured Pipe for Defects and ImperfectionsAcceptability of the pipe
20、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 concrete cylinders;by an absorption test of the concrete from the wall of the pipefor eac
21、h 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 1 Design Requirements for Horizontal Elliptical (HE) PipeANOTE 1The test load in pound
22、s 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 such reinforcement shall be 112 % of the tabulated inner cage area.NOTE 3An inner and o
23、uter 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 permitted instead of double cage reinforcement. The area of such reinforcement shallbe in a
24、ccordance 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-Loads0.01 = 600Ult = 9000.01 = 800Ult = 12000.01 = 1000Ult = 15000.01 = 1350Ult = 20000.01 =
25、2000Ult = 3000InCageOutCageInCageOutCageInCageOutCageInCageOutCageInCageOutCage182427303336394248541423193022342438274229453249345338604368234314312334334412434551260.080.110.140.100.120.110.120.150.170.20.0.100.120.110.120.150.170.200.110.150.180.120.170.150.170.200.230.27.0.120.170.150.170.200.230
26、.270.140.190.230.170.210.190.210.240.270.34.0.170.210.190.210.240.270.340.190.260.310.230.270.260.290.330.390.45.0.230.270.260.290.330.390.450.270.390.450.340.410.390.440.50.0.340.410.390.440.5060 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
27、.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 0.78 0.78 . . . . . .84 68 106 812 0.38 0.38 0.50 0.50 0.63 0.63 0.88 0.88 . . . . . .90 72113 9 . . . . . . . . . .96 77 121 912 . . . . . . . . . .102 82 128 934 . . . . . .
28、 . . . .108 87136 10 . . . . . . . . . .114 92 143 1012 . . . . . . . . . .120 97151 11 . . . . . . . . . .132 106166 12 . . . . . . . . . .144 116180 13 . . . . . . . . . .Concrete strengthB, psi 4000 4000 4000 18 to 66 in.4000400072 to 84 in.5000AFor sizes and loads beyond those shown in this tabl
29、e, 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.BConcrete strength for designs with reinforcement tabulated. For modified or special designs, see 7.3.C507 1525.1.3 When agreed
30、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 foracceptance when they conform to the requirements as indicatedby the specified tests.6. Materials6.1 Re
31、inforced ConcreteThe reinforced concrete shallconsist of cementitious materials, mineral aggregates,admixtures, if used, and water in which steel has beenembedded in such a manner that steel and concrete act together.6.2 Cementitious Materials:6.2.1 CementCement shall conform to the requirementsfor
32、portland cement of Specification C150/C150M, or shall beportland blast-furnace slag cement, portland-limestone cement,or portland-pozzolan cement conforming to the requirementsof Specification C595/C595M, except that the pozzolan con-stituent in the Type IP portland pozzolan cement shall be flyash.6
33、.2.2 Slag CementSlag cement shall conform to the re-quirements of Grade 100 or 120 of Specification C989/C989M.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 Cementitious MaterialsThe combination of cementitious mater
34、ials 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 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
35、.6 A combination of portland cement or portland-limestone cement and fly ash,6.2.4.7 A combination of portland cement or portland-limestone cement, slag cement, and fly ash, or6.2.4.8 A combination of portland-pozzolan cement and flyash.6.3 AggregatesAggregates shall conform to the require-ments of
36、Specification C33/C33M, except that the requirementfor gradation shall not apply.6.4 AdmixturesThe following admixtures and blends areallowable:6.4.1 Air-entraining admixture conforming to SpecificationC260/C260M;6.4.2 Chemical admixture conforming to SpecificationC494/C494M;TABLE 2 Design Requireme
37、nts for Vertical 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 re
38、inforcement, 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 r
39、einforcement. 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 = 13
40、50Ult = 20000.01 = 2000Ult = 30000.01 = 3000Ult = 37500.01 = 4000Ult = 5000InCageOutCageInCageOutCageInCageOutCageInCageOutCageInCageOutCage363942485460667278844529493253346038684376488353915898631066841243455126612771288120.080.090.100.110.120.160.180.210.230.260.050.050.060.070.080.100.110.120.140
41、.160.110.120.120.150.180.210.240.270.310.350.070.070.080.090.110.120.150.170.190.210.160.180.200.210.270.310.360.410.470.530.100.110.120.120.160.190.210.240.270.320.230.260.290.330.400.470.55.0.140.160.170.200.240.270.33.0.310.350.380.440.53.0.190.210.230.260.32.90 11372 9 . . . . . . . . . .96 121
42、77 912 . . . . . . . . . .102 128 82 934 . . . . . . . . . .108 13687 10 . . . . . . . . . .114 14392 1012 . . . . . . . . . .120 15197 11 . . . . . . . . . .132 166106 12 . . . . . . . . . .144 180116 13 . . . . . . . . . .Concrete strengthB, psi 4000 4000 4000 5000 6000AFor sizes and loads beyond
43、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.BConcrete strength for designs with reinforcement tabulated. For modified or special designs, see 7.3.C
44、507 1536.4.3 Chemical admixture for use in producing flowingconcrete conforming to Specification C1017/C1017M; and6.4.4 Chemical admixture or blend approved by the owner.6.5 Steel ReinforcementReinforcement shall consist ofwire and welded wire conforming to Specification A1064/A1064M, or of bars con
45、forming to Specification A36/A36M,Specification A615/A615M Grade 40 or 60, or SpecificationA706/A706M Grade 60. For helically wound cages only, weldshear tests are not required.6.6 FibersSynthetic fibers and nonsynthetic fibers shall beallowed to be used, at the manufacturers option, in concretepipe
46、 as a nonstructural manufacturing material. Synthetic fibers(Type II and Type III) and nonsynthetic fiber (Type I) designedand manufactured specifically for use in concrete and conform-ing to the requirements of Specification C1116/C1116M shallbe accepted.6.7 WaterWater used in the production of con
47、crete shallbe potable or nonpotable water that meets the requirements ofSpecification C1602/C1602M.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 dimensionsshown in Fig.
48、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 in Table 1 and Table 2, subject tothe provisions of 7.3 and Sections 11 and 12.7.2.1 Footnotes to the tables he
49、rein 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:NOTE 1The total reinforcement area (Asi) of the inner cage plus thequadrant mat in Quadrants 1 and 2 shall not be less than that specified forthe inner cage in Table 1.NOTE 2The total reinforcement area (Aso) of the outer cage plus thequadrant mat i
