1、Designation:C507M11 Designation: C507M 12Standard 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
2、 case of revision, 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 s
3、pecification covers reinforced elliptically shaped concrete pipe to be used for the conveyance of sewage, industrialwastes, 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 desig
4、nedfor placement with the major axis vertical shall be designated as “Vertical Elliptical Pipe.”1.3 This specification is the SI companion to Specification C507.NOTE 1This specification is a manufacturing and purchase specification only, and does not include requirements for bedding, backfill, or th
5、erelationship between field load condition and the 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 the installation conforms to constructi
6、onspecifications. The owner of the reinforced concrete pipe specified herein is cautioned that he must correlate the field requirements with the class of pipespecified and provide inspection at the construction site.2. Referenced Documents2.1 ASTM Standards:2A36/A36M Specification for Carbon Structu
7、ral SteelA82/A82MSpecification for Steel Wire, Plain, for Concrete ReinforcementA185/A185MSpecification for Steel Welded Wire Reinforcement, Plain, for ConcreteA496/A496MSpecification for Steel Wire, Deformed, for Concrete ReinforcementA497/A497MSpecification for Steel Welded Wire Reinforcement, Def
8、ormed, for ConcreteA615/A615M Specification for Deformed and Plain Carbon-Steel Bars for Concrete ReinforcementA706/A706M Specification for Low-Alloy Steel Deformed and Plain Bars for Concrete ReinforcementA1064/A1064M Specification for Steel Wire and Welded Wire Reinforcement, Plain and Deformed, f
9、or ConcreteC33 Specification for Concrete AggregatesC150 Specification for Portland CementC260 Specification for Air-Entraining Admixtures for ConcreteC309 Specification for Liquid Membrane-Forming Compounds for Curing ConcreteC494/C494M Specification for Chemical Admixtures for ConcreteC497M Test M
10、ethods for Concrete Pipe, Manhole Sections, or Tile MetricC595 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 Specification for Slag Cement for
11、Use in Concrete and MortarsC1017/C1017M Specification for Chemical Admixtures for Use in Producing Flowing ConcreteC1116 Specification for Fiber-Reinforced Concrete and Shotcrete3. Terminology3.1 DefinitionsFor definitions of terms relating to concrete pipe, see Terminology C822.1This specification
12、is 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 Feb.May 1, 2011.2012. Published March 2011.June 2012. Originally approved in 1980. Last previous edition approved in 2
13、0102011 asC507M10b.C507M 11. DOI: 10.1520/C0507M-112.2For referenced ASTM standards, visit the ASTM website, www.astm.org, or contact ASTM Customer Service at serviceastm.org. For Annual Book of ASTM Standardsvolume information, refer to the standards Document Summary page on the ASTM website.1This
14、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 prior editions
15、 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 States.4. Classification4.1 Pipe manufactured according to t
16、his specification shall be of five classes 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.
17、2 The strength requirements for horizontal 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 o
18、f acceptance. Independent of the method of acceptance, the pipe shall be designed to meet both the 0.01-in. crack andultimate strength requirements specified in Table 1.5.1.1 Acceptance on Basis of Plant Load-Bearing Tests, Material Tests, and Inspection of Manufactured Pipe for Visual Defectsand Im
19、perfectionsAcceptability of the pipe in all diameters and classes 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, 6.5TABLE 1 Design Requirements for Horizontal Elliptica
20、l (HE) PipeANOTE 1The test load in kilonewtons per linear metre equals D-load 3 inside 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
21、% 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 permitted instead of double cage rei
22、nforcement. The area of such reinforcement shallbe in accordance with Fig. 2.Designated Di-ameter, Equiva-lent RoundSize, mmDesignatedRise, mm 3Span, mmMinimumWallThick-ness,mmReinforcement, cm2/linear mClassHE-AClassHE-IClassHE-IIClassHE-IIIClassHE-IVD-Loads0.3=30Ult = 450.3=40Ult = 600.3=50Ult = 7
23、50.3=65Ult = 1000.3 = 100Ult = 150InCageOutCageInCageOutCageInCageOutCageInCageOutCageInCageOutCage450 365 3 575 69 1.7 . . . 2.3 . . . 3.0 . . . 4.0 . . . 5.7 . . .600 490 3 770 82 2.3 . . . 3.2 . . . 4.0 . . . 5.5 . . . 8.3 . . .675 550 3 865 88 3.0 . . . 3.8 . . . 4.9 . . . 6.6 . . . 9.7 . . .750
24、 610 3 960 94 2.1 2.1 2.8 2.8 3.6 3.6 4.9 4.9 7.2 7.2825 670 3 1055 94 2.5 2.5 3.6 3.6 4.4 4.4 5.9 5.9 8.7 8.7900 730 3 1150 113 2.3 2.3 3.2 3.2 4.0 4.0 5.5 5.5 8.3 8.3975 795 3 1250 119 2.8 2.8 3.6 3.6 4.4 4.4 6.1 6.1 9.3 9.31050 855 3 1345 125 3.2 3.2 4.2 4.2 5.1 5.1 7.0 7.0 10.6 10.61200 975 3 15
25、35 138 3.6 3.6 4.9 4.9 5.9 5.9 8.3 8.3 . . . . . .1350 1095 3 1730 150 4.2 4.2 5.7 5.7 7.2 7.2 9.5 9.5 . . . . . .1500 1220 3 1920 163 5.1 5.1 6.8 6.8 8.5 8.5 11.2 11.2 . . . . . .1650 1340 3 2110 175 5.7 5.7 7.6 7.6 9.5 9.5 12.9 12.9 . . . . . .1800 1465 3 2305 188 6.6 6.6 8.7 8.7 11.0 11.0 14.8 14
26、.8 . . . . . .1950 1585 3 2495 200 7.2 7.2 9.5 9.5 11.9 11.9 16.5 16.5 . . . . . .2100 1705 3 2690 213 8.0 8.0 10.6 10.6 13.3 13.3 18.6 18.6 . . . . . .2250 1830 3 2880 225 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .2400 1950 3 3070 238 . . . . . . . . . . . . . . . . . . . . . . . .
27、 . . . . . .2550 2075 3 3265 244 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .2700 2195 3 3455 250 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .2850 2315 3 3648 263 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .3000 2440 3 3840 275 . . . . . . . . . . . . . .
28、 . . . . . . . . . . . . . . . .3300 2680 3 4225 300 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .3600 2925 3 4610 325 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .Concrete strengthB, MPa 27.6 27.6 27.6 450 to 1650mm, 27.627.61800 to 2100mm, 34.5AConcrete strength for des
29、igns with reinforcement tabulated. For modified or special designs, see 7.3.BFor 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 the provisions of 7.3.
30、C507M 122and 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 design prescribed and its freedom from defects.5.1.2 Acceptance on the Basis of Material Test and Inspect
31、ion 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 as are required in 6.2, 6.3, 6.5 and 6.6; by crushing tests on concrete cores or cured concrete
32、 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 reinforcement, to determine its conformance with the accepted design and itsfreedom from defects.5.1.3 Whe
33、n 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 for AcceptancePipe shall be considered ready for acceptance when they conform to the requirements as indicated bythe specified tests.6. Mate
34、rials6.1 Reinforced ConcreteThe reinforced concrete shall consist of cementitious materials, mineral aggregates, and water, inwhich steel has been embedded in such a manner that the steel and concrete act together.6.2 Cementitious Materials:6.2.1 CementCement shall conform to the requirements of Spe
35、cification C150, or shall be portland blast-furnace slag cement,or slag modified portland cement, or portland-pozzolan cement conforming to the requirements of Specification C595, except thatthe pozzolan constituent in the Type IP portland pozzolan cement shall be fly ash and shall not exceed 25 % b
36、y weight.6.2.2 Ground Granulated Blast-Furnace Slag (GGBFS)GGBFS shall conform to the requirements of Grade 100 or 120 ofSpecification C989.6.2.3 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 com
37、bination of cementitious materials used in the concrete shallbe one of the following:TABLE 2 Design Requirements for Vertical Elliptical PipeANOTE 1Test load in kilonewtons per linear metre equals D-load 3 inside span in millimetres.NOTE 2An inner and outer cage plus quadrant mats shall be permitted
38、 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 spring line shall be permitted instead of double cage reinforcement.The area of such reinforcement shall be 112 % o
39、f 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.Designated Di-ameter, Equiva-lent RoundSize, mmDesignatedRise, mm 3Span, mmMinimumWallThick-ness,
40、mmReinforcement, cm2/linear mClassVE-IIClassVE-IIIClassVE-IVClassVE-VClassVE-VID-Loads0.3=50Ult = 750.3=65Ult = 1000.3 = 100Ult = 1500.3 = 140Ult = 1750.3 = 190Ult = 235InCageOutCageInCageOutCageInCageOutCageInCageOutCageInCageOutCage900 1150 3 730 113 1.7 1.1 2.3 1.5 3.4 2.1 4.9 3.0 6.6 4.0975 1250
41、 3 795 119 1.9 1.1 2.5 1.5 3.8 2.3 5.5 3.4 7.4 4.41050 1345 3 855 125 2.1 1.3 2.8 1.7 4.2 2.5 6.1 3.6 8.0 4.91200 1535 3 975 138 2.3 1.5 3.2 1.9 4.7 2.8 7.0 4.2 9.3 5.51350 1730 3 1095 150 2.8 1.7 3.8 2.3 5.7 3.4 8.5 5.1 11.2 5.81500 1920 3 1220 163 3.4 2.1 4.4 2.8 6.6 4.0 9.9 5.9 . . . . . .1650 21
42、10 3 1340 175 3.8 2.3 5.3 3.2 7.6 4.7 11.6 7.0 . . . . . .1800 2305 3 1465 188 4.4 2.8 5.9 3.6 8.7 5.3 . . . . . . . . . . . .1950 2495 3 1585 200 4.9 3.0 6.6 4.0 9.9 5.9 . . . . . . . . . . . .2100 2690 3 1705 213 5.5 3.4 7.4 4.4 11.2 6.8 . . . . . . . . . . . .2250 2880 3 1830 225 . . . . . . . .
43、. . . . . . . . . . . . . . . . . . . . . .2400 3070 3 1950 238 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .2550 3265 3 2075 244 . . . . . . . . . . . . . . . . . . . . . . . . . . . . .2700 3455 3 2195 250 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .2850 3648 3 2315 26
44、3 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .3000 3840 3 2440 275 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .3300 4225 3 2680 300 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .3600 4610 3 2925 325 . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
45、.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 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 des
46、igns with reinforcement tabulated. For modified or special designs, see 7.3.C507M 1236.2.4.1 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 cement and ground granu
47、lated 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 granulated blast-furnace slag (not to exceed 25 % of the total cementitiousweight) and fly ash (not to exceed 25 % of the total cementitious weight, or6.2.4.8 A combination
48、of portland pozzolan cement and fly ash, provided the fly ash added does not exceed 25 % by weight ofthe portland pozzolan cement.6.3 AggregatesAggregates shall conform to Specification C33 except that the requirement for gradation shall not apply.6.4 Admixtures and BlendsThe following admixtures an
49、d blends are allowable:6.4.1 Air-entraining admixture conforming to Specification C260;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 Chemical admixture or blend approved by the owner.6.5 Steel ReinforcementReinforcement shall consist of wire conforming to Specification A82/A82M or SpecificationA496/A496M; or of wire reinforcement conforming to SpecificationA185/A185M or SpecificationA497/A497MReinforcementshall consist of w
