1、ACI 503.3-10Specification for Producing aSkid-Resistant Surface on Concreteby the Use of Epoxy and AggregateAn ACI StandardReported by ACI Committee 503American Concrete InstituteAdvancing concrete knowledgeSpecification for Producing a Skid-Resistant Surface on Concreteby the Use of Epoxy and Aggre
2、gateFirst printingOctober 2010ISBN 978-0-87031-399-8Copyright by the American Concrete Institute, Farmington Hills, MI. All rights reserved. This materialmay not be reproduced or copied, in whole or part, in any printed, mechanical, electronic, film, or otherdistribution and storage media, without t
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4、than one interpretation or may beincomplete or incorrect. Users who have suggestions for the improvement of ACI documents arerequested to contact ACI. Proper use of this document includes periodically checking for errata atwww.concrete.org/committees/errata.asp for the most up-to-date revisions.ACI
5、committee documents are intended for the use of individuals who are competent to evaluate thesignificance and limitations of its content and recommendations and who will accept responsibility for theapplication of the material it contains. Individuals who use this publication in any way assume all r
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10、electronicsubscription, or reprint and may be obtained by contacting ACI.Most ACI standards and committee reports are gathered together in the annually revised ACI Manual ofConcrete Practice (MCP).American Concrete Institute38800 Country Club DriveFarmington Hills, MI 48331U.S.A.Phone: 248-848-3700F
11、ax: 248-848-3701www.concrete.orgACI 503.3-10 supersedes ACI 503.3-92, was adopted September 16, 2010, andpublished October 2010.Copyright 2010, American Concrete Institute.All rights reserved including rights of reproduction and use in any form or by anymeans, including the making of copies by any p
12、hoto process, or by electronic ormechanical 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 inwriting is obtained from the copyright proprietors.1Specification for Producing a Skid-Resistan
13、t Surface on Concrete by the Use of Epoxy and AggregateAn ACI StandardReported by ACI Committee 503ACI 503.3-10This specification describes the work of producing a skid-resistant surfaceon hardened concrete by the application of a multi-component epoxy resin.It includes controls for resin labeling,
14、storage, handling, mixing, andapplication; surface evaluation and preparation; and inspection andquality. In addition, it describes an aggregate to be used with the coating.Keywords: aggregates; coatings; concrete pavements; epoxy resins; hardenedconcrete; quality control; skid resistance; specifica
15、tion; standards.CONTENTS(mandatory portion follows)Part 1General, p. 21.1Scope1.2Units of measurement1.3Reference standards1.4Definitions1.5Submittals1.6Quality assurance1.7Product delivery, storage, and handling1.8Project conditionsPart 2Materials, p. 22.1General2.2ProductsPart 3Execution, p. 33.1P
16、reparation of surfaces3.2Evaluate surface before coating application3.3Coating mixtures3.4Coating application3.5Field quality control3.6CleanupNotes to Specifier, p. 3General notes(nonmandatory portion follows)Foreword to checklists, p. 4Mandatory Requirements Checklist, p. 4Optional Requirements Ch
17、ecklist, p. 5Submittals Checklist, p. 5Herschel H. Allen III Robert W. Gaul Kelly M. Page Joe SolomonMilton D. Anderson Bert Paul Kriekemans John R. Robinson Michael S. StenkoChristopher J. Ball Shreerang N. Nabar Raymond J. Schutz David WhiteCraig A. Ballinger Brad Nemunaitis W. Glenn Smoak Richard
18、 E. WollmershauserFrank J. ConstantinoMichael M. SprinkelChairMyles A. MurraySecretaryA metric version of this document (ACI503.3M-10) is available at www.concrete.org2 PRODUCING A SKID-RESISTANT SURFACE ON CONCRETE BY USE OF EPOXY AND AGGREGATE (ACI 503.3-10)American Concrete Institute Copyrighted
19、Materialwww.concrete.org(mandatory portion follows)PART 1GENERAL1.1Scope1.1.1 This reference specification covers the production ofa skid-resistant surface on hardened concrete by the applicationof epoxy and aggregate.1.1.2 The provisions of this reference specification shallgovern unless otherwise
20、specified in the Contract Documents.1.2Units of measurementValues in this specification are stated in inch-pound units.A companion specification in SI units is also available.1.3Reference standards1.3.1 ASTM International standardsC131-06 Standard Test Method for Resistance toDegradation of Small-Si
21、ze CoarseAggregate by Abrasion and Impact inthe Los Angeles MachineC136-06 Standard Test Method for Sieve Analysisof Fine and Coarse AggregatesC566-97(2004) Standard Test Method for TotalEvaporable Moisture Content of Aggre-gate by DryingC881/C881M-10 Standard Specification for Epoxy-Resin-Base Bond
22、ing Systems forConcreteC1583/C1583M-04 Standard Test Method for TensileStrength of Concrete Surfaces and theBond Strength or Tensile Strength ofConcrete Repair and Overlay Materialsby Direct Tension (Pull-off Method)D4263-83(2005) Standard Test Method for IndicatingMoisture in Concrete by the Plasti
23、cSheet MethodThese publications may be obtained from the followingorganization:ASTM International100 Barr Harbor DriveWest Conshohocken, PA 19428www.astm.org1.4DefinitionsArchitect/Engineerthe architect, engineer, architecturalfirm, or engineering firm issuing Contract Documents oradministering the
24、Work under Contract Documents, or both.Contract Documentsa set of documents supplied bythe Owner to the Contractor as the basis for construction;these documents contain contract forms, contract conditions,specifications, drawings, addenda, and contract changes.Contractorthe person, firm, or entity u
25、nder contract forconstruction of the Work.submittaldocument or material provided to the Architect/Engineer for review or acceptance.Workthe entire construction or separately identifiable partsthereof required to be furnished under Contract Documents.1.5Submittals1.5.1 Submit the data required in Par
26、agraphs 1.5.1.athrough 1.5.1.c in accordance with the Contract Documents.1.5.1.a Submit the manufacturers certification verifyingperformance to material specifications specified in Article 2.2.1.5.1.b MaterialsSubmit technical data sheets andmaterial safety data sheets (MSDS).1.5.1.c Submit surface
27、preparation procedures andequipment.1.6Quality assurance1.6.1 LabelingClearly mark all containers with thefollowing information:1. Name of manufacturer.2. Manufacturers product identification.3. Manufacturers instructions for mixing.4. Warning for handling and toxicity.5. Expiration date.1.6.2 Appli
28、cation controlSubmit mixing and applicationprocedures for approval before use.1.7Product delivery, storage, and handling1.7.1 Delivery of materialsDeliver all materials insealed containers with labels legible and intact.1.7.2 Storage of materialsStore all materials at temper-atures between 40F and 1
29、00F unless otherwise recom-mended by the manufacturer.1.7.3 Handling of materialsHandle all materials in asafe manner and in a way to avoid breaking container seals.1.8Project conditions1.8.1 Environmental requirementsContractor shall complywith manufacturers recommendations as to environmentalcondi
30、tions under which epoxy resin may be applied.1.8.2 Disposal of materialsDispose of unused materialsin accordance with MSDS.PART 2MATERIALS2.1General2.1.1 DescriptionThis Part covers requirements formaterials and application of multi-component epoxy coatingsystem.2.2Products2.2.1 Epoxy binderThe two-
31、part epoxy system shallmeet material requirements of ASTM C881. Curingtemperature requirements (class) and viscosity (grade) shallbe determined by the Contractor based on the manufacturersrecommendations and approved by the Architect/Engineerafter project conditions have been established.2.2.2 Skid-
32、resistant aggregate2.2.2.1 Aggregate shall meet the gradation given inTable 2.1 in accordance with ASTM C136, unless otherwisespecified. Aggregate shall have a hardness of 6 or greater onthe Mohs hardness scale.2.2.2.2 Total evaporable moisture content of aggregateshall be determined in accordance w
33、ith ASTM C566. Thetotal evaporable moisture content shall not exceed 0.2%.PRODUCING A SKID-RESISTANT SURFACE ON CONCRETE BY USE OF EPOXY AND AGGREGATE (ACI 503.3-10) 3American Concrete Institute Copyrighted Materialwww.concrete.orgPART 3EXECUTION3.1Preparation of surfaces3.1.1 Concrete surfaces to w
34、hich epoxies are to be appliedshall be newly prepared substrate free of loose and unsoundmaterials and contamination that affect cure or adhesion ofepoxy. Prepare surfaces by mechanical abrasion.3.1.2 Mechanical abrasionUse abrasive blasting, shot-blasting, or other approved means.3.2Evaluate surfac
35、e before coating application3.2.1 Evaluate all prepared concrete surfaces before applica-tion of coating to ensure that requirements of Article 3.2 are met.3.2.2 Tensile strength of concrete surface shall have anaverage minimum pulloff strength of 250 psi in accordancewith ASTM C1583.3.2.2.1 Apply t
36、est patches of the skid-resistant coating toprepared concrete surfaces at the rate of one per span or4305 ft2, whichever is smaller. An evaluation shall be theaverage of three individual tests at each test patch location.3.2.2.2 The tensile adhesion evaluation shall not beperformed at surface temper
37、atures above 80F.3.2.2.3 Tests should be repeated when results are not afailure of concrete in 50% or more of the test area. Repeatedfailures in adhesion, or cohesion in adhesive, indicateimproper cleaning of concrete, incorrect adhesive, or faultyadhesive application techniques.3.2.2.4 If test stre
38、ngth is less than 250 psi after severaltests, the following options are recommended, unless other-wise specified:Additional surface preparation.Do not place overlay.Replace concrete.Use an alternative system.3.2.3 The surface shall be free of any deleterious materialssuch as laitance, curing compoun
39、ds, dust, dirt, and oil, andmaterials resulting from surface preparation, as specified inArticle 3.1, shall be removed.3.2.4 All concrete surfaces shall be dry as defined inParagraph 3.2.5 unless a water-insensitive coating is used.Surface temperature shall be at least 55F to permit wettingof the co
40、ncrete surface by epoxy coating, unless otherwisespecified or recommended by manufacturer.3.2.5 Evaluate moisture content for concrete by deter-mining if moisture will collect at bond lines betweenconcrete and epoxy coating before epoxy has cured. Thismay be accomplished by taping a 4 x 4 ft polyeth
41、ylene sheetto concrete surface in accordance with ASTM D4263. If mois-ture collects on underside of polyethylene sheet earlier thanthe time required for curing of epoxy according to the ContractDocuments, then allow concrete to dry sufficiently to preventthe possibility of moisture between the concr
42、ete and epoxy.3.3Coating mixtures3.3.1 Condition the epoxy components to be at a temperaturebetween 60 to 100F, unless otherwise recommended by themanufacturer.3.3.2 Mix epoxy components in a clear container free ofharmful contamination or foreign particles.3.3.3 Thoroughly blend epoxy components wi
43、th amechanical mixer to a uniform and homogeneous mixture.Mix small batches (up to 1 qt) by use of spatulas, paletteknives, or similar devices. The proportioning and mixingratio of epoxy shall be as specified by the manufacturer andshall not be modified.3.4Coating application3.4.1 Apply epoxy coatin
44、g to the concrete surface byroller, squeegee, or spray equipment. Apply epoxy coating tothe entire surface at a minimum uniform coverage rate of0.04 gal./ft2, unless otherwise specified.3.4.2 Apply skid-resistant aggregate while the coating isstill fluid at the minimum rate of 1.33 lb/ft2, unless ot
45、herwisespecified.3.4.3 Protect joints from exposure to the coating materials.3.5Field quality control3.5.1 Pulloff strength of cured skid-resistant surface toconcrete shall meet requirements of Paragraph 3.2.2. Thefailure shall be cohesive within concrete. There shall be nofailures in adhesion.3.5.2
46、 If test results do not meet the required average 250 psipulloff strength, check surface preparation procedures andrepeat tests. If test results still do not meet the requiredaverage 250 psi pulloff strength, check manufacturersbatching, mixing, placing, and curing requirements andrepeat test until
47、required pulloff strength is achieved, unlessotherwise permitted.3.6Cleanup3.6.1 Protect concrete surfaces against spillage beyond thelimits of surface receiving coating.3.6.2 Immediately remove any epoxy resin applied orspilled beyond desired areas. Perform cleanup with materialdesignated by epoxy
48、coating manufacturer. Avoid contami-nation of work area.(nonmandatory portion follows)NOTES TO SPECIFIERGeneral notesG1. ACI Specification 503.3-10 is to be used by referenceor incorporation in its entirety in the Project Specification.Do not copy individual Sections, Parts, Articles, or Paragraphsi
49、nto the Project Specification, because taking them out ofcontext may change their meaning.Table 2.1Aggregate gradationApplication Bridge deckParking deck orpedestrian walkwaySieve size Percent passing Percent passingNo. 4 100 No. 8 30 to 75 100No. 16 0 to 5 51 to 75No. 20 14 to 50No. 30 0 to 1 0 to 25No 40 0 to 24 PRODUCING A SKID-RESISTANT SURFACE ON CONCRETE BY USE OF EPOXY AND AGGREGATE (ACI 503.3-10)American Concrete Institute Copyrighted Materialwww.concrete.orgG2. If Sections or Parts of ACI Specification 503.3-
