1、ACI 522.1-13Specification for Pervious Concrete PavementAn ACI StandardReported by ACI Committee 522First PrintingJune 2013Specification for Pervious Concrete PavementCopyright by the American Concrete Institute, Farmington Hills, MI. All rights reserved. This material may not be reproduced or copie
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10、er information: ACI documents are available in print, by download, on CD-ROM, through electronic subscription, or reprint and may be obtained by contacting ACI.Most ACI standards and committee reports are gathered together in the annually revised ACI Manual of Concrete Practice (MCP).American Concre
11、te Institute38800 Country Club DriveFarmington Hills, MI 48331U.S.A.Phone: 248-848-3700Fax: 248-848-3701www.concrete.orgISBN-13: 978-0-87031-822-1ISBN: 0-87031-822-5American Concrete InstituteAdvancing concrete knowledgeThis Specification covers materials, preparation, forming, placing, finishing, j
12、ointing, curing, and quality control of pervious concrete pavement. 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-m
13、ent this reference specification, as needed, by specifying indi-vidual 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. 21.4Submittal
14、s, p. 31.5Quality control, p. 3PARt 2PRoDUCts, p. 42.1Subbase, p. 42.2Pervious 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. Brown
15、Javier CastroManoj ChopraJohn F. CookMichael S. DavyNorbert J. DelatteAly 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. Lutey
16、Kamyar C. MahboubAndrew E. MarksLuis A. MataOon-Soo OoiJoseph E. RottmanThomas 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
17、F. RohrbachAndy K. YoungsMatthew A. Offenberg, ChairCharles A. Weiss Jr., Vice ChairNarayanan Neithalath, SecretaryACI 522.1-13specification for Pervious Concrete PavementAn ACI StandardReported by ACI Committee 5223.3Setting formwork, p. 53.4Batching, mixing, and delivery, p. 53.5Placing and finish
18、ing 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-weather construction, p. 53.12Jointing, p. 53.13Opening to traffic, p. 6notes to sPeCIFIeR, p. 6General Notes, p. 6FoReWoRD to CHeCKLI
19、sts, p. 6MAnDAtoRY ReQUIReMents CHeCKLIst, p. 7sUBMIttALs CHeCKLIst, p. 7(mandatory portion follows)1ACI 522.1-13 supersedes ACI 522.1-08, became effective May 22, 2013, and was published June 2013.Copyright 2013, American Concrete Institute.All rights reserved including rights of reproduction and u
20、se 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 recording for sound or visual reproduc-tion or for use in any knowledge or retrieval system or device, unless permission in writing is obtained fr
21、om the copyright proprietors.PARt 1GeneRAL1.1scope1.1.1 This Specification provides requirements for the construction of pervious concrete pavement.1.1.2 If the requirements of this Specification conflict with the Contract Documents, the Contract Documents shall govern.1.1.3 Values in this Specifica
22、tion are stated in inch-pound units. A companion Specification in SI units is also available.1.1.4 Plus (+) tolerance increases the amount or dimension to which it applies, or raises a deviation from level. Minus () tolerance decreases the amount or dimension to which it applies, or lowers a deviati
23、on from level. Where only one signed tolerance is specified (+ or ), there is no specified tolerance in the opposing direction.1.2Definitionsacceptable or accepteddetermined to be satisfactory by architect/engineer.acceptanceacknowledgment by Architect/Engineer that submittal or completed Work is ac
24、ceptable.Architect/Engineerthe architect, engineer, architec-tural firm, or engineering firm developing contract docu-ments or administering the work under contract documents, or both.Contract Documentsa set of documents supplied by owner to bidders during bidding phase of a construction project, Th
25、ese documents include general requirements, contract forms, contract conditions, specifications, draw-ings, and addenda .Contractorthe person, firm, or entity under contract for construction of the Work.construction jointthe surface where two successive placements of concrete meet, across which it m
26、ay be desir-able to achieve bond.contraction jointformed, sawed, or tooled groove in a concrete structure to create a weakened plane to regulate the location of cracking.design void contentthe percentage of voids of a unit volume of pervious concrete based on the theoretical mixture proportions and
27、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 concrete 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 C
28、140-12.hydration-stabilizing admixturesset-retarding admix-tures, conforming to ASTM C494/C494M Type B or D, that can predictably reduce the hydration rate of cement for applications requiring the management of time of setting of returned concrete, reducing the hydration rate of cement fines in wate
29、r from concrete production, or for applications requiring extended delivery time of ready mixed concrete.isolation jointa normally vertical interface allowing relative movement without transferring sufficient tension, compression, or traction forces to negatively affect the performance of a pavement
30、 structure.Ownerthe corporation, association, partnership, indi-vidual, public body, or authority for whom the Work is constructed.panela concrete element that is relatively thin with respect to other dimensions and is bordered by joints or edges.permittedaccepted by or acceptable to Architect/Engi-
31、neer, usually pertaining to a request by Contractor, or when specified in Contract Documents.pervious pavementa pavement comprising material with sufficient continuous voids to allow water to pass from the surface to the underlying layers.Project Drawingsgraphic presentation of project requirements.
32、Project Specificationwritten document that details requirements for the Work in accordance with service parameters and other specific criteria.referenced standardsstandardized mandatory-language documents of a technical society, organization, or association, including codes of local or state authori
33、ties, which are incorporated by reference in Contract Documents.subbasethe layer in a pavement system between the subgrade and the base course, or between the subgrade and a pervious concrete pavement.submittaldocument or material provided to Architect/Engineer for review and acceptance.Workthe enti
34、re construction or separately identifi-able parts thereof required to be furnished under Contract Documents.1.3Referenced standards1.3.1 Standards of ACI and ASTM cited in this Specifica-tion are listed by name and designation, including year.1.3.1.1 American Concrete Institute306.1-90Standard Speci
35、fication for Cold Weather Concreting1.3.1.2 ASTM InternationalC42/C42M-13Standard Test Method for Obtaining and Testing Drilled Cores and Sawed Beams of ConcreteC94/C94M-13Standard Specification for Ready Mixed ConcreteC140-12Standard Test Methods for Sampling and Testing Concrete Masonry Units and
36、Related UnitsC150/C150M-12Standard Specification for Portland CementC171-07Standard Specification for Sheet Materials for Curing ConcreteC172/C172M-10Standard Practice for Sampling Freshly Mixed ConcreteC174/C174M-12Standard Test Method for Measuring Thickness of Concrete Elements Using Drilled Conc
37、rete CoresC260/C260M-10Standard Specification for Air-Entraining Admixtures for ConcreteC494/494M-12Standard Specification for Chemical Admixtures for ConcreteC595/595M-13Standard Specification for Blended Hydraulic CementsAmerican Concrete Institute Copyrighted Materialwww.concrete.org2 sPeCIFICAtI
38、on FoR PeRvIoUs ConCRete PAveMent (ACI 522.1-13)C618-12Standard Specification for Coal Fly Ash and Raw or Calcined Natural Pozzolan for Use in ConcreteC979/C979M-10Standard Specification for Pigments for Integrally Colored ConcreteC989/C989M-12aStandard Specification for Slag Cement for Use in Concr
39、ete and MortarsC1017/C1017M-07Standard Specification for Chem-ical Admixtures for Use in Producing Flowing ConcreteC1077-13Standard Practice for Agencies Testing Concrete and Concrete Aggregates for Use in Construction and Criteria for Testing Agency EvaluationC1116/C1116M-10Standard Specification f
40、or Fiber-Reinforced ConcreteC1157/1157M-11Standard Performance Specification for Hydraulic CementC1240-12Standard Specification for Silica Fume Used in Cementitious MixturesC1688/C1688M-13Standard Test Method for Density and Void Content of Freshly Mixed Pervious ConcreteD994/D994M-11Standard Specif
41、ication for Preformed Expansion Joint Filler for Concrete (Bituminous Type)D1751-04(2008)Standard Specification for Preformed Expansion Joint Filler for Concrete Paving and Structural Construction (Nonextruding and Resilient Bituminous Types)D1752-04(2008)Standard Specification for Preformed Sponge
42、Rubber Cork and Recycled PVC Expansion Joint Fillers for Concrete Paving and Structural ConstructionD3385-09Standard Test Method for Infiltration Rate of Soils in Field Using Double-Ring InfiltrometerD3665-12Standard Practice for Random Sampling of Construction MaterialsE329-11Standard Specification
43、 for Agencies Engaged in Construction Inspection, Testing, or Special Inspection1.4submittals1.4.1 Submit drawings and documentation required in 1.4.1.1 through 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 Qualifi
44、cations 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 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
45、content of freshly mixed pervious concrete, mixture proportions, thickness, density and void content of cores extracted from the pavement, if tested, when required 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
46、.2.2, shall be placed, jointed, and cured; each a minimum of 225 ft2and being within tolerance of the required thickness defined by Contract Documents. The 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
47、 Jointing plan and placing sequence, if proposed alternatively to the Contract Documents.1.4.1.6 When hot weather is anticipated, submit detailed procedures for the production, transportation, placement, protection, curing, and temperature monitoring of concrete during hot weather.1.4.1.7 In cold we
48、ather, submit detailed procedures for the production, transportation, placement, protection, curing, and temperature monitoring of concrete.1.4.1.8 Qualifications of testing agency as specified in 1.5.1.2.1.5Quality control1.5.1 GeneralTest and inspect concrete materials and operations as Work progr
49、esses 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 crew during all concrete placement, or employ no less than three NRMCA Certified Pervious Concrete Installers, who must be on site working as membe
