1、ACI 522.1M-13Specification for Pervious Concrete PavementAn ACI StandardReported by ACI Committee 522(metric)First PrintingOctober 2013Specification for Pervious Concrete PavementCopyright by the American Concrete Institute, Farmington Hills, MI. All rights reserved. This material may not be reprodu
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11、rican Concrete Institute38800 Country Club DriveFarmington Hills, MI 48331U.S.A.Phone: 248-848-3700Fax: 248-848-3701www.concrete.orgISBN-13: 978-0-87031-848-1The official version of this standard is the English language version using inch-pound units published by the American Concrete Institute.Amer
12、ican Concrete InstituteAdvancing concrete knowledgeACI 522.1M-13Specification for Pervious Concrete PavementAn ACI StandardReported by ACI Committee 522This Specification covers materials, preparation, forming, placing, finishing, jointing, curing, and quality control of pervious concrete pavement.
13、Provisions governing testing, evaluation, and accep-tance of pervious concrete pavement are included.This Reference Specification can be made applicable by citing it in the Project Specifications. The Architect/Engineer can supple-ment this reference specification, as needed, by specifying indi-vidu
14、al project requirements.Keywords: construction; curing; inspection; jointing; parking lots; testing.CONTENTS(nonmandatory portion follows)PART 1GENERAL, p. 21.1Scope, p. 21.2Definitions, p. 21.3Referenced standards, p. 21.4Submittals, p. 31.5Quality control, p. 3PART 2PRODUCTS, p. 42.1Subbase, p. 42
15、.2Pervious concrete, p. 42.3Isolation joint material, p. 42.4Forms, p. 42.5Polyethylene curing sheet, p. 4PART 3EXECUTION, p. 43.1Subgrade preparation, p. 43.2Subbase, p. 5William L. ArentBob J. BankaWilliam D. BrantHeather J. BrownJavier CastroManoj ChopraJohn F. CookMichael S. DavyNorbert J. Delat
16、teAly Ibrahim EldarwishScott J. EricksonDale FisherWalter H. Flood IVBruce A. GlaspeyLiv HaselbachOmer HeracklisDaniel J. HuffmanJohn T. KevernFrank LennoxMilan R. LipenskyJohn R. Love IIIDarmawan LudirdjaAllyn C. LukeBrian G. LuteyKamyar C. MahboubAndrew E. MarksLuis A. MataOon-Soo OoiJoseph E. Rot
17、tmanThomas L. RozsitsGeorge W. SeegebrechtDavid M. SuchorskiDiep T. TuChristopher R. TullRobert Louis VarnerDon J. WadeW. Jason WeissKevin D. WolfPeter T. YenConsulting membersBruce K. FergusonN. Mike JacksonScott M. PalottaStephen F. RohrbachAndy K. YoungsMatthew A. Offenberg, ChairCharles A. Weiss
18、 Jr., Vice ChairNarayanan Neithalath, Secretary3.3Setting formwork, p. 53.4Batching, mixing, and delivery, p. 53.5Placing and finishing fixed-form pavement, p. 53.6Placing and finishing slipform pavement, p. 53.7Final surface texture, p. 53.8Edging, p. 53.9Tolerances, p. 53.10Curing, p. 53.11Cold-we
19、ather construction, p. 53.12Jointing, p. 53.13Opening to traffic, p. 6NOTES TO SPECIFIER, p. 6General Notes, p. 6FOREWORD TO CHECKLISTS, p. 6MANDATORY REQUIREMENTS CHECKLIST, p. 7SUBMITTALS CHECKLIST, p. 7(mandatory portion follows)(metric)1ACI 522.1M-13 supersedes ACI 522.1-08, became effective May
20、 22, 2013, and was published October 2013.Copyright 2013, American Concrete Institute.All rights reserved including rights of reproduction and use in any form or by any means, including the making of copies by any photo process, or by electronic or mechanical device, printed, written, or oral, or re
21、cording for sound or visual reproduc-tion or for use in any knowledge or retrieval system or device, unless permission in writing is obtained from the copyright proprietors.PART 1GENERAL1.1Scope1.1.1 This Specification provides requirements for the construction of pervious concrete pavement.1.1.2 If
22、 the requirements of this Specification conflict with the Contract Documents, the Contract Documents shall govern.1.1.3 Values in this Specification are stated in SI units. A companion Specification in inch-pound units is also available.1.1.4 Plus (+) tolerance increases the amount or dimension to w
23、hich it applies, or raises a deviation from level. Minus () tolerance decreases the amount or dimension to which it applies, or lowers a deviation from level. Where only one signed tolerance is specified (+ or ), there is no specified tolerance in the opposing direction.1.2Definitionsacceptable or a
24、ccepteddetermined to be satisfactory by architect/engineer.acceptanceacknowledgment by Architect/Engineer that submittal or completed Work is acceptable.Architect/Engineerthe architect, engineer, architec-tural firm, or engineering firm developing contract docu-ments or administering the work under
25、contract documents, or both.Contract Documentsa set of documents supplied by owner to bidders during bidding phase of a construction project, These documents include general requirements, contract forms, contract conditions, specifications, draw-ings, and addenda .Contractorthe person, firm, or enti
26、ty under contract for construction of the Work.construction jointthe surface where two successive placements of concrete meet, across which it may be desir-able to achieve bond.contraction jointformed, sawed, or tooled groove in a concrete structure to create a weakened plane to regulate the locatio
27、n of cracking.design void contentthe percentage of voids of a unit volume of pervious concrete based on the theoretical mixture proportions and design density and where the unit volume includes the volume of the solids and the voids.early-entry dry-cut sawa tool designed to produce joints in concret
28、e commencing 1 to 4 hours after finishing.hardened densitythe dry density of pervious concrete as determined by Paragraphs 8.3 and 9.3 of ASTM C140-12.hydration-stabilizing admixturesset-retarding admix-tures, conforming to ASTM C494/C494M Type B or D, that can predictably reduce the hydration rate
29、of cement for applications requiring the management of time of setting of returned concrete, reducing the hydration rate of cement fines in water from concrete production, or for applications requiring extended delivery time of ready mixed concrete.isolation jointa normally vertical interface allowi
30、ng relative movement without transferring sufficient tension, compression, or traction forces to negatively affect the performance of a pavement structure.Ownerthe corporation, association, partnership, indi-vidual, public body, or authority for whom the Work is constructed.panela concrete element t
31、hat is relatively thin with respect to other dimensions and is bordered by joints or edges.permittedaccepted by or acceptable to Architect/Engi-neer, usually pertaining to a request by Contractor, or when specified in Contract Documents.pervious pavementa pavement comprising material with sufficient
32、 continuous voids to allow water to pass from the surface to the underlying layers.Project Drawingsgraphic presentation of project requirements.Project Specificationwritten document that details requirements for the Work in accordance with service parameters and other specific criteria.referenced st
33、andardsstandardized mandatory-language documents of a technical society, organization, or association, including codes of local or state authorities, which are incorporated by reference in Contract Documents.subbasethe layer in a pavement system between the subgrade and the base course, or between t
34、he subgrade and a pervious concrete pavement.submittaldocument or material provided to Architect/Engineer for review and acceptance.Workthe entire construction or separately identifi-able parts thereof required to be furnished under Contract Documents.1.3Referenced standards1.3.1 Standards of ACI an
35、d ASTM cited in this Specifica-tion are listed by name and designation, including year.1.3.1.1 American Concrete Institute306.1-90Standard Specification for Cold Weather Concreting1.3.1.2 ASTM InternationalC42/C42M-13Standard Test Method for Obtaining and Testing Drilled Cores and Sawed Beams of Con
36、creteC94/C94M-13Standard Specification for Ready Mixed ConcreteC140-12Standard Test Methods for Sampling and Testing Concrete Masonry Units and Related UnitsC150/C150M-12Standard Specification for Portland CementC171-07Standard Specification for Sheet Materials for Curing ConcreteC172/C172M-10Standa
37、rd Practice for Sampling Freshly Mixed ConcreteC174/C174M-12Standard Test Method for Measuring Thickness of Concrete Elements Using Drilled Concrete CoresC260/C260M-10Standard Specification for Air-Entraining Admixtures for ConcreteC494/494M-12Standard Specification for Chemical Admixtures for Concr
38、eteAmerican Concrete Institute Copyrighted Materialwww.concrete.org2 SPECIFICATION FOR PERVIOUS CONCRETE PAVEMENT (ACI 522.1-13)C595/595M-13Standard Specification for Blended Hydraulic CementsC618-12Standard Specification for Coal Fly Ash and Raw or Calcined Natural Pozzolan for Use in ConcreteC979/
39、C979M-10Standard Specification for Pigments for Integrally Colored ConcreteC989/C989M-12aStandard Specification for Slag Cement for Use in Concrete and MortarsC1017/C1017M-07Standard Specification for Chem-ical Admixtures for Use in Producing Flowing ConcreteC1077-13Standard Practice for Agencies Te
40、sting Concrete and Concrete Aggregates for Use in Construction and Criteria for Testing Agency EvaluationC1116/C1116M-10Standard Specification for Fiber-Reinforced ConcreteC1157/1157M-11Standard Performance Specification for Hydraulic CementC1240-12Standard Specification for Silica Fume Used in Ceme
41、ntitious MixturesC1688/C1688M-13Standard Test Method for Density and Void Content of Freshly Mixed Pervious ConcreteD994/D994M-11Standard Specification for Preformed Expansion Joint Filler for Concrete (Bituminous Type)D1751-04(2008)Standard Specification for Preformed Expansion Joint Filler for Con
42、crete Paving and Structural Construction (Nonextruding and Resilient Bituminous Types)D1752-04(2008)Standard Specification for Preformed Sponge Rubber Cork and Recycled PVC Expansion Joint Fillers for Concrete Paving and Structural ConstructionD3385-09Standard Test Method for Infiltration Rate of So
43、ils in Field Using Double-Ring InfiltrometerD3665-12Standard Practice for Random Sampling of Construction MaterialsE329-11Standard Specification for Agencies Engaged in Construction Inspection, Testing, or Special Inspection1.4Submittals1.4.1 Submit drawings and documentation required in 1.4.1.1 thr
44、ough 1.4.1.8. Obtain written acceptance of submit-tals by Architect/Engineer before the execution of the related portion of Work.1.4.1.1 Qualifications of Contractor as specified in 1.5.1.1.1.4.1.2 Proposed concrete mixture proportions with density and void content of freshly mixed pervious concrete
45、 per ASTM C1688/C1688M.1.4.1.2.1 In-place pavement test results from previous work, completed in the last 24 months, including density and void content of freshly mixed pervious concrete, mixture proportions, thickness, density and void content of cores extracted from the pavement, if tested, when r
46、equired by Architect/Engineer.1.4.1.3 Reports covering the source and quality of concrete materials.1.4.1.4 Two test panels, as described in 1.5.2.2, shall be placed, jointed, and cured; each a minimum of 20.9 m2and being within tolerance of the required thickness defined by Contract Documents. The
47、required information to be submitted from the test panels shall be: density of the fresh concrete, length of cores, and density of cores.1.4.1.5 Jointing plan and placing sequence, if proposed alternatively to the Contract Documents.1.4.1.6 When hot weather is anticipated, submit detailed procedures
48、 for the production, transportation, placement, protection, curing, and temperature monitoring of concrete during hot weather.1.4.1.7 In cold weather, submit detailed procedures for the production, transportation, placement, protection, curing, and temperature monitoring of concrete.1.4.1.8 Qualific
49、ations of testing agency as specified in 1.5.1.2.1.5Quality control1.5.1 GeneralTest and inspect concrete materials and operations as Work progresses as described in 1.5.3. Failure to detect defective Work or material at any time will not prevent rejection if a defect is discovered later, nor shall it constitute final acceptance.1.5.1.1 ContractorEmploy no less than one National Ready Mixed Concrete Association (NRMCA) certified Pervious Concrete Craftsman who must be on site, over-seeing each placement cre
