ASTM C507-2018 Standard Specification for Reinforced Concrete Elliptical Culvert Storm Drain and Sewer Pipe《钢筋混凝土椭圆形涵洞雨水管和污水管的标准规范》.pdf

《ASTM C507-2018 Standard Specification for Reinforced Concrete Elliptical Culvert Storm Drain and Sewer Pipe《钢筋混凝土椭圆形涵洞雨水管和污水管的标准规范》.pdf》由会员分享，可在线阅读，更多相关《ASTM C507-2018 Standard Specification for Reinforced Concrete Elliptical Culvert Storm Drain and Sewer Pipe《钢筋混凝土椭圆形涵洞雨水管和污水管的标准规范》.pdf（12页珍藏版）》请在麦多课文档分享上搜索。

1、Designation: C507 16C507 18Standard 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 y

2、ear 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 U.S. Department of Defense.1. Scope1.1 This specification covers

3、 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 placemen

4、t 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. Reinforced concrete pipe that conforms to the requirements of C507M are acceptab

5、le under this Specification C507unless prohibited by the owner.NOTE 1This specification is a manufacturing and purchase specification only, and does not include requirements for bedding, backfill, or therelationship between field load condition and the strength classification of pipe. However, exper

6、ience has shown that the successful performance of thisproduct depends upon the proper selection of the class of pipe, type of bedding and backfill, and care that the installation conforms to the constructionspecifications. The owner of the reinforced concrete pipe specified herein is cautioned that

7、 he must correlate the field requirements with the class of pipespecified and provide inspection at the construction site.1.4 This international standard was developed in accordance with internationally recognized principles on standardizationestablished in the Decision on Principles for the Develop

8、ment of International Standards, Guides and Recommendations issuedby the World Trade Organization Technical Barriers to Trade (TBT) Committee.2. Referenced Documents2.1 ASTM Standards:2A36/A36M Specification for Carbon Structural SteelA615/A615M Specification for Deformed and Plain Carbon-Steel Bars

9、 for Concrete ReinforcementA706/A706M Specification for Deformed and Plain Low-Alloy Steel Bars for Concrete ReinforcementA1064/A1064M Specification for Carbon-Steel Wire and Welded Wire Reinforcement, Plain and Deformed, for ConcreteC33/C33M Specification for Concrete AggregatesC150/C150M Specifica

10、tion for Portland CementC260/C260M Specification for Air-Entraining Admixtures for ConcreteC309 Specification for Liquid Membrane-Forming Compounds for Curing ConcreteC443 Specification for Joints for Concrete Pipe and Manholes, Using Rubber GasketsC494/C494M Specification for Chemical Admixtures fo

11、r ConcreteC497 Test Methods for Concrete Pipe, Manhole Sections, or TileC595/C595M 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/C989M Specific

12、ation for Slag Cement for Use in Concrete and MortarsC990 Specification for Joints for Concrete Pipe, Manholes, and Precast Box Sections Using Preformed Flexible Joint Sealants1 This specification is under the jurisdiction of ASTM Committee C13 on Concrete Pipe and is the direct responsibility of Su

13、bcommittee C13.02 on Reinforced Sewerand Culvert Pipe.Current edition approved Nov. 1, 2016Jan. 1, 2018. Published November 2016January 2018. Originally approved in 1963. Last previous edition approved in 20152016as C507 - 15.C507 - 16. DOI: 10.1520/C0507-16.10.1520/C0507-18.2 For referencedASTM sta

14、ndards, visit theASTM website, www.astm.org, or contactASTM Customer Service at serviceastm.org. For Annual Book of ASTM Standardsvolume information, refer 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

15、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 only the current versionof the standard as publish

16、ed 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 States1C1017/C1017M Specification for Chemical Admixtures for Use in Producing Flowing ConcreteC1116/C1116M Specification for Fiber-Reinforc

17、ed ConcreteC1602/C1602M Specification for Mixing Water Used in the Production of Hydraulic Cement Concrete3. Terminology3.1 DefinitionsFor definitions of terms relating to concrete pipe, see Terminology C822.4. Classification4.1 Pipe manufactured according to this specification shall be of five clas

18、ses 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-IIIClass HE-II Class VE-IVClass HE-III Class VE-VClass HE-IV Class VE-VI4.2 The strength requirements for horizon

19、tal 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. Independent of the method

20、 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 diameters and cl

21、asses 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; and by visual ins

22、pection 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 accordanc

23、e 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; byan absorption test of the concrete from the wall of the pipe for each mix design that is used on an order; and by i

24、nspection 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 t

25、he basis 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 Reinforced ConcreteThe reinforced concrete shall consist of cementitious materials, mineral aggregates, admixtures, ifus

26、ed, and water in which steel has been embedded in such a manner that steel and concrete act together.6.2 Cementitious Materials:6.2.1 CementCement shall conform to the requirements for portland cement of Specification C150/C150M, or shall beportland blast-furnace slag cement, portland-limestone ceme

27、nt, or portland-pozzolan cement conforming to the requirements ofSpecification C595/C595M, except that the pozzolan constituent in the Type IP portland pozzolan cement shall be fly ash.6.2.2 Slag CementSlag cement shall conform to the requirements of Grade 100 or 120 of Specification C989/C989M.6.2.

28、3 Fly AshFly ash shall conform to the requirements of Class F or Class C of Specification C618.6.2.4 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,6.2.4.2 Portland blast furnace

29、 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,6.2.4.6 A combination of portland cement or portland-limestone cement and fly ash,6.2.4.7 A combination of portland cem

30、ent or portland-limestone cement, slag cement, and fly ash, or6.2.4.8 A combination of portland-pozzolan cement and fly ash.C507 182TABLE 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 reinfo

31、rcement, 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 mats shall be permitted instead of double cage reinf

32、orcement. 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.DesignatedDiameter,EquivalentRoundSize, in.DesignatedR

33、ise, 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 = 2000Ult = 3000InCageOutCageInCageOutCageInCageOutCageInCageOutCageInCageOutC

34、age181524273033363942485414 23 12 1919 3022 3424 3827 4229 4532 4934 5338 6043 682212314312334334412434551260.080.070.110.140.100.120.110.120.150.170.20. . . . . . .0.100.120.110.120.150.170.200.110.070.150.180.120.170.150.170.200.230.27. . . . . . .0.120.170.150.170.200.230.270.140.070.190.230.170.

35、210.190.210.240.270.34. . . . . . .0.170.210.190.210.240.270.340.190.090.260.310.230.270.260.290.330.390.45. . . . . . .0.230.270.260.290.330.390.450.270.160.390.450.340.410.390.440.50. . . . . . . . . . .0.340.410.390.440.50. . . 18 14 23 234 0.08 . . . 0.11 . . . 0.14 . . . 0.19 . . . 0.27 . . .24

36、 19 30 314 0.11 . . . 0.15 . . . 0.19 . . . 0.26 . . . 0.39 . . .27 22 34 312 0.14 . . . 0.18 . . . 0.23 . . . 0.31 . . . 0.45 . . .30 24 38 334 0.10 0.10 0.12 0.12 0.17 0.17 0.23 0.23 0.34 0.3433 27 42 334 0.12 0.12 0.17 0.17 0.21 0.21 0.27 0.27 0.41 0.4136 29 45 412 0.11 0.11 0.15 0.15 0.19 0.19 0

37、.26 0.26 0.39 0.3939 32 49 434 0.12 0.12 0.17 0.17 0.21 0.21 0.29 0.29 0.44 0.4442 34 53 5 0.15 0.15 0.20 0.20 0.24 0.24 0.33 0.33 0.50 0.5048 38 60 512 0.17 0.17 0.23 0.23 0.27 0.27 0.39 0.39 . . . . . .54 43 68 6 0.20 0.20 0.27 0.27 0.34 0.34 0.45 0.45 . . . . . .60 48 76 612 0.24 0.24 0.32 0.32 0

38、.40 0.40 0.53 0.53 . . . . . .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 . . . . . .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 . . . . . .72 58 91 712 0.31

39、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 . . . . . .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 . . . . . .84 68 106 812 0.38 0.38 0.50 0.50 0.63 0.63 0.88 0.88 . . . . . .

40、90 72 113 9 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .90 72 113 9 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .96 77 121 912 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .96 77 121 912 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .102 82 128 9

41、34 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .102 82 128 934 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .108 87 136 10 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .108 87 136 10 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .114 92 143 1012 .

42、. . . . . . . . . . . . . . . . . . . . . . . . . . . . .114 92 143 1012 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .120 97 151 11 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .120 97 151 11 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .132 106 166 12 . . . .

43、 . . . . . . . . . . . . . . . . . . . . . . . . . .132 106 166 12 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .144 116 180 13 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .144 116 180 13 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .Concrete strengthB , psi 4

44、000 4000 4000 18 to 66 in.40004000Concrete strengthB , psi 4000 4000 4000 15 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, multiple cages,or thicker walls in acc

45、ordance with the provisions of 7.3.B Concrete strength for designs with reinforcement tabulated. For modified or special designs, see 7.3.C507 1836.3 AggregatesAggregates shall conform to the requirements of Specification C33/C33M, except that the requirement forgradation shall not apply.6.4 Admixtu

46、resThe following admixtures and blends are allowable:6.4.1 Air-entraining admixture conforming to Specification C260/C260M;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

47、 Chemical admixture or blend approved by the owner.6.5 Steel ReinforcementReinforcement shall consist of wire and welded wire conforming to Specification A1064/A1064M, orof bars conforming to Specification A36/A36M, Specification A615/A615M Grade 40 or 60, or Specification A706/A706M Grade60. For he

48、lically wound cages only, weld shear tests are not required.6.6 FibersSynthetic fibers and nonsynthetic fibers shall be allowed to be used, at the manufacturers option, in concrete pipeas a nonstructural manufacturing material. Synthetic fibers (Type II and Type III) and nonsynthetic fiber (Type I)

49、designed andmanufactured specifically for use in concrete and conforming to the requirements of Specification C1116/C1116M shall beaccepted.6.7 WaterWater used in the production of concrete shall be potable or nonpotable water that meets the requirements ofSpecification C1602/C1602M.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