ASTM C76-2015a Standard Specification for Reinforced Concrete Culvert Storm Drain and Sewer Pipe《钢筋混凝土涵管 暴雨下水道和下水道管的标准规格》.pdf

1、Designation: C76 15C76 15aStandard Specification forReinforced Concrete Culvert, Storm Drain, and Sewer Pipe1This standard is issued under the fixed designation C76; the number immediately following the designation indicates the year of originaladoption or, in the case of revision, the year of last

2、revision.Anumber in parentheses indicates the year of last reapproval.Asuperscriptepsilon () 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 reinforced conc

3、rete pipe intended to be used for the conveyance of sewage, industrial wastes, andstorm water, and for the construction of culverts.1.2 This specification is the inch-pound companion to Specification C76M; therefore, no SI equivalents are presented in thisspecification. Reinforced concrete pipe that

4、 conform to the requirements of C76M, are acceptable under this Specification C76unless 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 th

5、e 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 and backfill, and care that installation conforms to the constructionspecifications. The owner of the reinforced con

6、crete pipe specified herein is cautioned that he must correlate the field requirements with the class of pipespecified and provide inspection at the construction site.NOTE 2Attention is called to the specification for reinforced concrete D-load culvert, storm drain, and sewer pipe (Specification C65

7、5).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/A706M Specification for Deformed and Plain Low-Alloy Steel Bars for Concrete ReinforcementA1064/A1064M Spec

8、ification for Carbon-Steel Wire and Welded Wire Reinforcement, Plain and Deformed, for ConcreteC33C33/C33M Specification for Concrete AggregatesC76M Specification for Reinforced Concrete Culvert, Storm Drain, and Sewer Pipe (Metric)C150C150/C150M Specification for Portland CementC260C260/C260M Speci

9、fication 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 for ConcreteC497 Test Methods for Concrete

10、 Pipe, Manhole Sections, or TileC595C595/C595M Specification for Blended Hydraulic CementsC618 Specification for Coal Fly Ash and Raw or Calcined Natural Pozzolan for Use in ConcreteC655 Specification for Reinforced Concrete D-Load Culvert, Storm Drain, and Sewer PipeC822 Terminology Relating to Con

11、crete Pipe and Related ProductsC989C989/C989M Specification for Slag Cement for Use in Concrete and MortarsC990 Specification for Joints for Concrete Pipe, Manholes, and Precast Box Sections Using Preformed Flexible Joint SealantsC1017/C1017M Specification for Chemical Admixtures for Use in Producin

12、g Flowing ConcreteC1116C1116/C1116M Specification for Fiber-Reinforced Concrete and ShotcreteC1602/C1602M Specification for Mixing Water Used in the Production of Hydraulic Cement ConcreteC1628 Specification for Joints for Concrete Gravity Flow Sewer Pipe, Using Rubber Gaskets1 This specification is

13、 under the jurisdiction of ASTM Committee C13 on Concrete Pipe and is the direct responsibility of Subcommittee C13.02 on Reinforced Sewerand Culvert Pipe.Current edition approved Jan. 1, 2015Oct. 1, 2015. Published January 2015October 2015. Originally approved in 1930. Last previous edition approve

14、d in 20142015 asC76 14.C76 15. DOI: 10.1520/C0076-15.10.1520/C0076-15A.2 For referencedASTM standards, 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 AST

15、M website.This document is not an ASTM standard 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

16、 prior editions as appropriate. In all cases only 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 States13. Terminology3.1 DefinitionsFor defin

17、itions of terms relating to concrete pipe, see Terminology C822.4. Classification4.1 Pipe manufactured in accordance with this specification shall be of five classes identified as Class I, Class II, Class III, ClassIV, and Class V. The corresponding strength requirements are prescribed in Tables 1-5

18、.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 of acceptance, the pipe shall be designed to meet both the 0.01-in. crack andultimate strength requirem

19、ents specified in Tables 1-5.5.1.1 Acceptance on the Basis of Plant Load-Bearing Tests, Material Tests, and Inspection of Manufactured Pipe for VisualDefects and ImperfectionsAcceptability of the pipe in all diameters and classes produced in accordance with 7.1 or 7.2 shall bedetermined by the resul

20、ts 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 inspection of the finishedpipe to determine its conformance with the accepted d

21、esign 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 accordance with 7.1 or 7.2 shall be determined by the resultsof such material tests a

22、s 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 inspection of thefinished pipe including amount and placement of reinforcemen

23、t to determine its conformance with the accepted design and itsfreedom from defects.TABLE 1 Design Requirements for Class I Reinforced Concrete PipeANOTE 1See Section 5 for basis of acceptance specified by the owner. The strength test requirements in pounds-force per linear foot of pipe underthe thr

24、ee-edge-bearing method shall be either the D-load (test load expressed in pounds-force per linear foot per foot of diameter) to produce a 0.01-in.crack, or the D-loads to produce the 0.01-in. crack and the ultimate load as specified below, multiplied by the internal diameter of the pipe in feet.D-lo

25、ad to produce a 0.01-in. crack 800D-load to produce the ultimate load 1200InternalDesignatedDiameter,in.Reinforcement, in.2/linear ft of pipe wallWall A Wall BConcrete Strength, 4000 psi Concrete Strength, 4000 psiWallThickness,in.CircularReinforcementB EllipticalReinforcementCWallThickness,in.Circu

26、larReinforcementB EllipticalReinforcementCInnerCageOuterCageInnerCageOuterCage60 5 0.24 0.15 0.27 6 0.21 0.12 0.2366 512 0.30 0.18 0.33 612 0.24 0.15 0.2772 6 0.35 0.21 0.39 7 0.29 0.17 0.3278 612 0.40 0.24 0.44 712 0.32 0.19 0.3684 7 0.45 0.27 0.50 8 0.36 0.21 0.4190 712 0.49 0.29 0.54 812 0.41 0.2

27、4 0.4596 8 0.54 0.32 0.60 9 0.45 0.27 0.51Concrete Strength, 5000 psi102 812 0.63 0.38 Inner CircularPlus Elliptical0.240.38912 0.54 0.32 Inner CircularPlus Elliptical0.210.32108 9 0.68 0.41 Inner CircularPlus Elliptical0.270.4110 0.60 0.36 Inner CircularPlus Elliptical0.240.36114 A . . . . . . . .

28、. . . . A . . . . . . . . . . . .120 A . . . . . . . . . . . . A . . . . . . . . . . . .126 A . . . . . . . . . . . . A . . . . . . . . . . . .132 A . . . . . . . . . . . . A . . . . . . . . . . . .138 A . . . . . . . . . . . . A . . . . . . . . . . . .144 A . . . . . . . . . . . . A . . . . . . . .

29、 . . . .AFor modified or special designs see 7.2 or with the permission of the owner utilize the provisions of Specification C655. Steel areas may be interpolated between thoseshown for variations in diameter, loading, or wall thickness. Pipe over 96 in. in diameter shall have two circular cages or

30、an inner circular plus one elliptical cage.BAs an alternative to designs requiring both inner and outer circular cages the reinforcement may be positioned and proportioned in either of the following manners:An inner circular cage plus an elliptical cage such that the area of the elliptical cage shal

31、l not be less than that specified for the outer cage in the table and the total areaof the inner circular cage plus the elliptical cage shall not be less than that specified for the inner cage in the table,An inner and outer cage plus quadrant mats in accordance with Fig. 1, orAn inner and outer cag

32、e plus an elliptical cage in accordance with Fig. 2.CElliptical and quadrant steel must be held in place by means of holding rods, chairs, or other positive means throughout the entire casting operation.C76 15a25.1.3 When agreed upon by the owner and manufacturer, any portion or any combination of t

33、he tests itemized in 5.1.1 or 5.1.2may form the basis of acceptance.5.2 Age for AcceptancePipe shall be considered ready for acceptance when it conforms to the requirements as indicated bythe specified tests.6. Materials6.1 Reinforced ConcreteThe aggregate shall be so sized, graded, proportioned, an

34、d mixed with such proportions of Portlandcement, blended hydraulic cement, or Portland cement and supplementary cementing materials, or admixtures, if used, or acombination thereof, and water to produce a homogenous concrete mixture of such quality that the pipe will conform to the testand design re

35、quirements of the specification. In no case, however, shall the proportion of Portland cement, blended hydraulicTABLE 2 Design Requirements for Class II Reinforced Concrete PipeANOTE 1See Section 5 for basis of acceptance specified by the owner. The strength test requirements in pounds-force per lin

36、ear foot of pipe underthe three-edge-bearing method shall be either the D-load (test load expressed in pounds-force per linear foot per foot of diameter) to produce a 0.01-in.crack, or the D-loads to produce the 0.01-in. crack and the ultimate load as specified below, multiplied by the internal diam

37、eter of the pipe in feet.D-load to produce a 0.01-in. crack 1000D-load to produce the ultimate load 1500InternalDesig-natedDiameter,in.Reinforcement, in.2/linear ft of pipe wallWall A Wall B Wall CConcrete Strength, 4000 psi Concrete Strength, 4000 psi Concrete Strength, 4000 psiWallThick-ness,in.Ci

38、rcularReinforcementC EllipticalReinforcementDWallThick-ness,in.CircularReinforcementC EllipticalReinforcementDWallThick-ness,in.CircularReinforcementC EllipticalReinforcementDInnerCageOuterCageInnerCageOuterCageInnerCageOuterCage12 134 0.07B . . . . . . 2 0.07B . . . . . . 234 0.07B . . . . . .15 17

39、8 0.07B . . . . . . 214 0.07B . . . . . . 3 0.07B . . . . . .18 2 0.07B . . . 0.07B 212 0.07B . . . 0.07B 314 0.07B . . . 0.07B21 214 0.12 . . . 0.10 234 0.07B . . . 0.07B 312 0.07B . . . 0.07B24 212 0.12 . . . 0.11 3 0.07B . . . 0.07B 334 0.07B . . . 0.07B27 258 0.15 . . . 0.12 314 0.12 . . . 0.11

40、4 0.07B . . . 0.07B30 234 0.15 . . . 0.14 312 0.14 . . . 0.12 414 0.07B . . . 0.07B33 278 0.16 . . . 0.15 334 0.15 . . . 0.12 412 0.07B . . . 0.07B36 3 0.14 0.08 0.15 4E 0.12 0.07 0.12 434E 0.07 0.07 0.0842 312 0.16 0.10 0.18 412 0.15 0.09 0.17 514 0.10 0.07 0.1148 4 0.21 0.12 0.23 5 0.18 0.11 0.20

41、534 0.14 0.08 0.1554 412 0.24 0.15 0.27 512 0.21 0.12 0.24 614 0.17 0.10 0.1960 5 0.30 0.18 0.33 6 0.24 0.15 0.27 634 0.21 0.12 0.2466 512 0.35 0.21 0.39 612 0.31 0.19 0.34 714 0.24 0.15 0.2772 6 0.41 0.24 0.45 7 0.35 0.21 0.39 734 0.30 0.18 0.3378 612 0.45 0.27 0.51 712 0.40 0.24 0.44 814 0.35 0.21

42、 0.3984 7 0.51 0.31 0.57 8 0.45 0.27 0.51 834 0.41 0.24 0.4590 712 0.57 0.34 0.63 812 0.51 0.31 0.57 914 0.48 0.29 0.5396 8 0.62 0.36 0.69 9 0.57 0.34 0.63 934 0.55 0.33 0.60Concrete Strength, 5000 psi102 812 0.76 0.45 InnerCircular0.30 912 0.68 0.41 InnerCircular0.27 1014 0.62 0.36 InnerCircular0.2

43、4Plus El-liptical0.45 Plus El-liptical0.41 Plus El-liptical0.36108 9 0.85 0.51 InnerCircular0.34 10 0.76 0.45 InnerCircular0.30 1034 0.70 0.42 InnerCircular0.27Plus El-liptical0.51 Plus El-liptical0.45 Plus El-liptical0.42114 A . . . . . . . . . . . . A . . . . . . . . . . . . A . . . . . . . . . .

44、. .120 A . . . . . . . . . . . . A . . . . . . . . . . . . A . . . . . . . . . . . .126 A . . . . . . . . . . . . A . . . . . . . . . . . . A . . . . . . . . . . . .132 A . . . . . . . . . . . . A . . . . . . . . . . . . A . . . . . . . . . . . .138 A . . . . . . . . . . . . A . . . . . . . . . . .

45、. A . . . . . . . . . . . .144 A . . . . . . . . . . . . A . . . . . . . . . . . . A . . . . . . . . . . . .AFor modified or special designs see 7.2 or with the permission of the owner utilize the provisions of Specification C655. Steel areas may be interpolated between thoseshown for variations in

46、diameter, loading, or wall thickness. Pipe over 96 in. in diameter shall have two circular cages or an inner circular plus one elliptical cage.BFor these classes and sizes, the minimum practical steel reinforcement is specified. The specified ultimate strength of non-reinforced pipe is greater than

47、the minimumspecified strength for the equivalent diameters.CAs an alternative to designs requiring both inner and outer circular cages the reinforcement may be positioned and proportioned in either of the following manners:An inner circular cage plus an elliptical cage such that the area of the elli

48、ptical cage shall not be less than that specified for the outer cage in the table and the total areaof the inner circular cage plus the elliptical cage shall not be less than that specified for the inner cage in the table,An inner and outer cage plus quadrant mats in accordance with Fig. 1, orAn inn

49、er and outer cage plus an elliptical cage in accordance with Fig. 2.DElliptical and quadrant steel must be held in place by means of holding rods, chairs, or other positive means throughout the entire casting operation.EAs an alternative, single cage reinforcement may be used. The reinforcement area in square in. per linear foot shall be 0.20 for wall B and 0.16 for wall C.C76 15a3cement, or a combination of Portland cement and supplementary cementing materials be less than 470 lb/ydreinforced concreteshall consist o