ASTM C1504M-2013a Standard Specification for Manufacture of Precast Reinforced Concrete Three-Sided Structures for Culverts and Storm Drains (Metric)《涵洞和雨水沟用预制钢筋混凝土三侧结构制造的标准规范(公制)》.pdf
《ASTM C1504M-2013a Standard Specification for Manufacture of Precast Reinforced Concrete Three-Sided Structures for Culverts and Storm Drains (Metric)《涵洞和雨水沟用预制钢筋混凝土三侧结构制造的标准规范(公制)》.pdf》由会员分享,可在线阅读,更多相关《ASTM C1504M-2013a Standard Specification for Manufacture of Precast Reinforced Concrete Three-Sided Structures for Culverts and Storm Drains (Metric)《涵洞和雨水沟用预制钢筋混凝土三侧结构制造的标准规范(公制)》.pdf(6页珍藏版)》请在麦多课文档分享上搜索。
1、Designation: C1504M 13C1504M 13aStandard Specification forManufacture of Precast Reinforced Concrete Three-SidedStructures for Culverts and Storm Drains (Metric)1This standard is issued under the fixed designation C1504M; the number immediately following the designation indicates the year oforiginal
2、 adoption or, in the 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.1. Scope1.1 This specification covers single-cell precast conventionally reinfo
3、rced concrete three-sided structures intended to be usedfor the construction of culverts and for the conveyance of storm water.1.2 This specification is the metric counterpart of Specification C1504; therefore, no imperial (metric) equivalents are presentedin this specification.NOTE 1This specificat
4、ion is primarily a manufacturing and purchasing specification. The successful performance of this product depends upon theproper selection of the geometric section, bedding, backfill, and care that the installation conforms to the construction specifications. The purchaser ofthe precast reinforced c
5、oncrete three-sided structure specified herein is cautioned that he must properly correlate proper correlation of the loadingconditions and the field requirements with the geometric section specified and provideprovisions for inspection at the construction site.site are required.1.3 The values state
6、d in either SI units or inch-pound units are to be regarded separately as standard. The values stated in eachsystem may not be exact equivalents; therefore, each system shall be used independently of the other. Combining values from thetwo systems may result in non-conformance with the standard.2. R
7、eferenced Documents2.1 ASTM Standards:2A82/A82MA1064/A1064M Specification for Steel Wire, Plain, for Concrete ReinforcementCarbon-Steel Wire and Welded WireReinforcement, Plain and Deformed, for ConcreteA185/A185M Specification for Steel Welded Wire Reinforcement, Plain, for ConcreteA496/A496M Speci
8、fication for Steel Wire, Deformed, for Concrete ReinforcementA497/A497M Specification for Steel Welded Wire Reinforcement, Deformed, for ConcreteA615/A615M Specification for Deformed and Plain Carbon-Steel Bars for Concrete ReinforcementA616/A616M Specification for Rail-Steel Deformed and Plain Bars
9、 for Concrete Reinforcement (Withdrawn 1999)3A617/A617M Specification for Axle-Steel Deformed and Plain Bars for Concrete Reinforcement (Withdrawn 1999)3A706/A706M Specification for Low-Alloy Steel Deformed and Plain Bars for Concrete ReinforcementC31/C31M Practice for Making and Curing Concrete Tes
10、t Specimens in the FieldC33 Specification for Concrete AggregatesC39/C39M Test Method for Compressive Strength of Cylindrical Concrete SpecimensC150 Specification for Portland CementC260/C260M Specification for Air-Entraining Admixtures for ConcreteC309 Specification for Liquid Membrane-Forming Comp
11、ounds for Curing ConcreteC494/C494M Specification for Chemical Admixtures for ConcreteC497M Test Methods for Concrete Pipe, Manhole Sections, or Tile (Metric)C595 Specification for Blended Hydraulic CementsC618 Specification for Coal Fly Ash and Raw or Calcined Natural Pozzolan for Use in ConcreteC8
12、22 Terminology Relating to Concrete Pipe and Related ProductsC989 Specification for Slag Cement for Use in Concrete and Mortars1 This specification is under the jurisdiction of ASTM Committee C13 on Concrete Pipe and is the direct responsibility of Subcommittee C13.07 on AcceptanceSpecifications and
13、 Precast Concrete Box Sections.Current edition approved Feb. 15, 2013July 1, 2013. Published March 2013July 2013. Originally approved in 2001. Last previous edition approved in 20102013 asC1504M 04 (2010). C1504M 13. DOI: 10.1520/C1504M-13.10.1520/C1504M-13A.2 For referencedASTM standards, visit the
14、ASTM 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 ASTM standard an
15、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 published by ASTM is to
16、be considered the official document.Copyright ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959. United States1C1116 Specification for Fiber-Reinforced Concrete and Shotcrete2.2 AASHTO Standard:Standard Specifications for Highway BridgesAASHTO LRFD Bridge Desig
17、n Specifications32.3 ACI Standard:ACI 318 Building Code Requirements for Structural Concrete and Commentary43. Terminology3.1 DefinitionsFor definitions of terms, see Terminology C822.4. Types4.1 Precast reinforced concrete three-sided structures manufactured in accordance with this specification sh
18、all be designated byspan, rise, and design earth cover.5. Basis of Acceptance5.1 Acceptability of the three-sided sections produced in accordance with Section 7 shall be determined by the results of theconcrete compressive strength tests described in Section 10, by the material requirements describe
19、d in Section 6, and by inspectionof the finished three-sided sections.5.2 Three-sided sections shall be considered ready for acceptance when they conform to the requirements of this specification.6. Materials6.1 Reinforced ConcreteThe reinforced concrete shall consist of cementitious materials, mine
20、ral 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 for portland cement of Specification C150 or shall be portlandblast-furnace slag cement or portland-pozz
21、olan cement conforming to the requirements of Specification C595, except that thepozzolan constituent in the Type IP portland pozzolan cement shall be fly ash.6.2.2 Fly AshFly ash shall conform to the requirements of Specification C618, Class F or Class C.6.2.3 Ground Granulated Blast-Furnace Slag (
22、GGBFS)GGBFS shall conform to the requirements of Grade 100 or 120 ofSpecification C989.6.2.4 Allowable Combinations of Cementitious MaterialsThe combination of cementitious materials used in concrete shall beone of the following:(1) Portland cement only,(2) Portland blast-furnace slag cement only,(3
23、) Slag modified portland cement only,(3) Portland pozzolan cement only,(4) A combination of portland cement and fly ash,(5) A combination of portland cement and ground granulated blast-furnace slag,(6) A combination of portland cement, ground granulated blast furnace slag (not to exceed 25% of the t
24、otal cementitiousweight), and fly ash (not to exceed 25% of the total cementitious weight).slag, and fly ash.(7) A combination of portland pozzolan cement and fly ash.6.3 AggregatesAggregates shall conform to Specification C33, except that the requirements for gradation shall not apply.6.4 Admixture
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