ACI 330 1-2014 Specification for Unreinforced Concrete Parking Lots and Site Paving.pdf

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1、ACI 330.1-14Specification for Unreinforced Concrete Parking Lots and Site PavingReported by ACI Committee 330An ACI StandardFirst PrintingNovember 2014ISBN: 978-0-87031-959-4Specification for Unreinforced Concrete Parking Lots and Site PavingCopyright by the American Concrete Institute, Farmington H

2、ills, MI. All rights reserved. This material may not be reproduced or copied, in whole or part, in any printed, mechanical, electronic, film, or other distribution and storage media, without the written consent of ACI.The technical committees responsible for ACI committee reports and standards striv

3、e to avoid ambiguities, omissions, and errors in these documents. In spite of these efforts, the users of ACI documents occasionally find information or requirements that may be subject to more than one interpretation or may be incomplete or incorrect. Users who have suggestions for the improvement

4、of ACI documents are requested to contact ACI via the errata website at http:/concrete.org/Publications/DocumentErrata.aspx. Proper use of this document includes periodically checking for errata for the most up-to-date revisions.ACI committee documents are intended for the use of individuals who are

5、 competent to evaluate the significance and limitations of its content and recommendations and who will accept responsibility for the application of the material it contains. Individuals who use this publication in any way assume all risk and accept total responsibility for the application and use o

6、f this information.All information in this publication is provided “as is” without warranty of any kind, either express or implied, including but not limited to, the implied warranties of merchantability, fitness for a particular purpose or non-infringement.ACI and its members disclaim liability for

7、 damages of any kind, including any special, indirect, incidental, or consequential damages, including without limitation, lost revenues or lost profits, which may result from the use of this publication.It is the responsibility of the user of this document to establish health and safety practices a

8、ppropriate to the specific circumstances involved with its use. ACI does not make any representations with regard to health and safety issues and the use of this document. The user must determine the applicability of all regulatory limitations before applying the document and must comply with all ap

9、plicable laws and regulations, including but not limited to, United States Occupational Safety and Health Administration (OSHA) health and safety standards.Participation by governmental representatives in the work of the American Concrete Institute and in the development of Institute standards does

10、not constitute governmental endorsement of ACI or the standards that it develops.Order 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 to

11、gether in the annually revised ACI Manual of Concrete Practice (MCP).American Concrete Institute38800 Country Club DriveFarmington Hills, MI 48331Phone: +1.248.848.3700Fax: +1.248.848.3701www.concrete.orgThis specification covers minimum requirements for the construction of unreinforced concrete par

12、king lots on grade. Included are requirements for submittals, testing and inspection, concrete materials, embedded reinforcement at joints, jointing and sealant material, forms, subgrade preparation, subbase, placing, texturing, curing, jointing, tolerances, and opening to traffic. This specificatio

13、n does not cover requirements for pervious concrete.Keywords: construction; curing; inspection testing; jointing; pavements; site paving; texturing.CONTENTS(mandatory portion follows)PART 1GENERAL, p. 21.1Scope, p. 21.2Definitions, p. 21.3Referenced standards, p. 31.4Submittals, p. 31.5Storage and h

14、andling, p. 31.6Testing and inspection, p. 3PART 2PRODUCTS, p. 32.1Concrete, p. 32.2Embedded reinforcement at joints, p. 42.3Membrane-forming curing compounds, p. 42.4Joint and sealant material, p. 42.5Forms, p. 4PART 3EXECUTION, p. 43.1Subgrade preparation, p. 43.2Subbase, p. 43.3Setting forms, p.

15、43.4Placing embedded reinforcement at joints, p. 43.5Batching, mixing, and delivery, p. 43.6Placing and finishing fixed-form pavement, p. 43.7Placing and finishing slipform and laser-guided screed pavements, p. 53.8Edging, p. 53.9Final surface texture, p. 53.10 Tolerances, p. 53.11Curing, p. 53.12Ho

16、t- or cold-weather construction, p. 53.13Jointing, p. 53.14Opening to traffic, p. 6NOTES TO SPECIFIER, p. 6General notes, p. 6(nonmandatory portion follows)FOREWORD TO CHECKLISTS, p. 6MANDATORY REQUIREMENTS CHECKLIST, p. 7OPTIONAL REQUIREMENTS CHECKLIST, p. 8SUBMITTALS CHECKLIST, p. 8Robert Louis Va

17、rner, ChairACI 330.1-14Specification for Unreinforced Concrete Parking Lots and Site PavingAn ACI StandardReported by ACI Committee 330David J. AkersRichard O. AlbrightJ. Howard AllredWilliam L. ArentJoseph P. BergmaierBryan M. BirdwellDavid W. BuzzelliMichael W. CookTim CostMichael S. DavyNorbert J

18、. DelatteDouglas W. DenoEdwin H. GebauerNader GhafooriBruce A. GlaspeyOmer HeracklisJerry A. HollandJim HoolehanKenneth G. KazanisFrank A. KozeliskiFrank LennoxJohn R. Love IIIRichard E. MillerJon I. MullarkyMatthew A. OffenbergScott M. PalottaNigel K. ParkesJan R. PrusinskiDavid Newton RichardsonRo

19、bert Alan RoddenDavid M. SuchorskiScott M. TarrDiep T. TuChristopher R. TullDon J. WadeRichard L. WarrenConsulting MemberD. Gene DanielACI 330.1-14 became effective July 22, 2014, and was adopted and published November 2014.Copyright 2014, American Concrete InstituteAll rights reserved including rig

20、hts 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 recording for sound or visual reproduc-tion or for use in any knowledge or retrieval system or device, unless permission

21、in writing is obtained from the copyright proprietors.1(mandatory portion follows)PART 1GENERAL1.1Scope1.1.1 This specification covers requirements for the construction of unreinforced concrete parking lots and site paving on grade, including attached and integral curbs. Site paving includes entranc

22、e and exit lanes as well as drive lanes within parking areas.1.1.2 Values in this specification are stated in inch-pound units. A companion specification in SI units is also available.1.1.3 The Notes to Specifiers are not part of this specification.1.2DefinitionsThe following definitions govern in t

23、his specification. For definitions not given below, refer to “ACI Concrete Terminology (ACE CT)”, http:/www.concrete.org/Tools/ConcreteTerminology.aspxaccepteddetermined to be satisfactory by Architect/ Engineer or Owner.Architect/Engineerthe architect, engineer, architectural firm, or engineering f

24、irm developing Contract Documents or administering the Work under Contract Documents, or both.cold weathera period when the average daily ambient temperature is below 40F (5C) for more than three successive days. Note: The average daily temperature is the average of the highest and lowest temperatur

25、e during the period from midnight to midnight. When temperatures above 50F (10C) occur during more than half of any 24-hour duration, the period shall no longer be regarded as cold weather.construction jointthe surface where two successive placements of concrete meet, where the first placement has h

26、ardened before the next placement.Contract Documentsset of documents supplied by Owner to bidders during bidding phase of construction project. These documents include general requirements, contract forms, contract conditions, specifications, drawings, and addenda.contraction jointformed, sawed, or

27、tooled groove in a concrete structure to create a weakened plane to regulate the location of cracking resulting from the dimensional change of different parts of the structure. (Commonly referred to as “control joints.”)Contractorthe person, firm, or entity under contract for construction of the Wor

28、k.dowelssmooth bars or plates, usually steel placed across a joint to transfer vertical load while allowing the joint to open and close.free edgethe edge of pavement abutting an isolation joint or the edge of the pavement against which no concrete is placed.hot weatherjob-site conditions that accele

29、rate the rate of moisture loss or rate of cement hydration of freshly mixed concrete, including an ambient temperature of 27C (80F) or higher, and an evaporation rate that exceeds 1 kg/m2/h, or as revised by the Architect/Engineer.isolation jointa separation between adjacent parts of a structure tha

30、t allows relative movement in two or more directions. Isolation joints are usually vertical planes located to avoid formation of cracks in the structure.mild exposure conditionan environment in which the concrete will not be exposed to freezing and thawing or to deicing agents.moderate exposure cond

31、itionan environment, normally in temperate climate regions, in which concrete will only occasionally be exposed to moisture and will not be saturated prior to freezing and where no deicing agents or other aggressive chemicals are used.Ownerthe corporation, association, partnership, individual, publi

32、c body, or authority with whom the Contractor enters into an agreement and for whom the Work is constructed.panelan individual concrete pavement slab bordered by joints or slab edges.permittedaccepted by or acceptable to Architect/Engineer, usually pertaining to a request by Contractor, or when spec

33、ified in Contract Documents.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 standardsstandardized documents of a technical society, o

34、rganization, or association, including the building codes of local or state authorities, which are referenced in Contract Documents.severe exposure conditionan environment, normally in cold climate regions, in which concrete may be saturated, or in almost continuous contact with moisture prior to fr

35、eezing, and where deicing agents are used.site pavingpaved areas intended for uses other than vehicle parking or access drives; for example, pedestrianor wheeled traffic or storage of products, materials, or trailers.subbasethe layer in the pavement system between the subgrade and the concrete pavem

36、ent.subgradethe soil prepared and compacted to support a structure or a pavement system.submitprovide to Architect/Engineer for review.submittaldocument or material provided to Architect/Engineer for review and acceptance.supplementary cementitious material (SCM)inorganic material such as fly ash, s

37、ilica fume, metakaolin, or slag cement that reacts pozzolanically or hydraulically.testing agencythe person, firm, or entity under contract for providing testing services.tie bara reinforcing bar, commonly a deformed reinforcing bar, intended to transmit tension through a contraction or construction

38、 joint.unreinforced concrete pavementconcrete pavement that does not contain distributed deformed reinforcing bars or welded-wire reinforcement.American Concrete Institute Copyrighted Material www.concrete.org2 SPECIFICATION FOR UNREINFORCED CONCRETE PARKING LOTS AND SITE PAVING (ACI 330.1-14)Workth

39、e entire construction or separately identifiable parts thereof required to be furnished under Contract Documents.1.3Referenced standardsAmerican Concrete Institute117-10Specification for Tolerances for Concrete Construction and Materials and Commentary301-10Specifications for Structural Concrete305.

40、1-06Specification for Hot Weather Concreting306.1-90(02)Standard Specification for Cold Weather Concreting308.1-11Specification for Curing Concrete311.6-09Specification for Ready Mixed Concrete Testing ServicesASTM InternationalA36/A36M-12Standard Specification for Carbon Structural SteelA615/A615M-

41、14Standard Specification for Deformed and Plain Carbon-Steel Bars for Concrete ReinforcementC33/C33M-13Standard Specification for Concrete AggregatesC94/C94M-14aStandard Specification for Ready-Mixed ConcreteC150/C150M-12Standard Specification for Portland CementC173/C173M-14Standard Test Method for

42、 Air Content of Freshly Mixed Concrete by the Volumetric MethodC231/C231M-14Standard Test Method for Air Content of Freshly Mixed Concrete by the Pressure MethodC309-11Standard Specification for Liquid Membrane-Forming Compounds for Curing ConcreteC595/C595M-14Standard Specification for Blended Hydr

43、aulic CementsC618-12aStandard Specification for Coal Fly Ash and Raw or Calcined Natural Pozzolan for Use in ConcreteC920-14aStandard Specification for Elastomeric Joint SealantsC989/C989M-13Standard Specification for Slag Cement for Use in Concrete and MortarsC1157/C1157M-11Standard Performance Spe

44、cification for Hydraulic CementC1567-13Standard Test Method for Determining the Potential Alkali-Silica Reactivity of Combinations of Cementitious Materials and Aggregate (Accelerated Mortar Bar Method)D994/D994M-11Standard Specification for Preformed Expansion Joint Filler for Concrete (Bituminous

45、Type)D1751-04(2013)1Standard Specification for Preformed Expansion Joint Filler for Concrete Paving and Structural Construction (Nonextruding and Resilient Bituminous Types)D1752-04a(2013)Standard Specification for Preformed Sponge Rubber Cork and Recycled PVC Expansion Joint Fillers for Concrete Pa

46、ving and Structural ConstructionD5893M-10Standard Specification for Cold Applied, Single Component, Chemically Curing Silicone Joint Sealant for Portland Cement Concrete PavementsD6690-12Standard Specification for Joint and Crack Sealants, Hot Applied, for Concrete and Asphalt Pavements1.4Submittals

47、1.4.1 Submit drawings and documentation as required in this specification.1.4.2 Obtain written acceptance of submittals from the Architect/Engineer before using the materials or methods requiring acceptance.1.5Storage and handling1.5.1 Store construction materials in a clean, dry location.1.6Testing

48、 and inspection1.6.1 General1.6.1.1 Tests required to document submittals, certify product compliance with this Specification before use in construction, establish concrete mixture proportions, provide acceptability of changes requested by the Contractor, or appeal rejection of material found defect

49、ive by Owners testing agency shall be performed by accredited laboratories using ACI-certified technicians.1.6.1.2 The Work in progress will be inspected, and materials, equipment, and procedures will be evaluated for quality and acceptability by representatives of the Owner or as designated in the Contract Documents.1.6.2 Contractors responsibilitiesContractor shall permit and facilitate access of Owners testing agency to the construction site for the performance of all activities f