ACI 330R-2008 Guide for the Design and Construction of Concrete Parking Lots (Incorporates Errata October 29 2013)《混凝土停车场的设计和施工指南》.pdf
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1、ACI 330R-08Reported by ACI Committee 330Guide for the Design and Constructionof Concrete Parking LotsGuide for the Design and Constructionof Concrete Parking LotsFirst PrintingJune 2008ISBN 978-0-87031-279-3American Concrete InstituteAdvancing concrete knowledgeCopyright by the American Concrete Ins
2、titute, 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 the written consent of ACI.The technical committees responsible for ACI committee reports a
3、nd standards strive to avoid ambiguities,omissions, and errors in these documents. In spite of these efforts, the users of ACI documents occasionallyfind information or requirements that may be subject to more than one interpretation or may beincomplete or incorrect. Users who have suggestions for t
4、he 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 committee documents are intended for the use of individuals who are competent to evaluate
5、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 risk andaccept total responsibility for the application and use of this information.All inf
6、ormation 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 ornon-infringement.ACI and its members disclaim liability for damages of any kind, includ
7、ing any special, indirect, incidental,or consequential damages, including without limitation, lost revenues or lost profits, which may resultfrom the use of this publication.It is the responsibility of the user of this document to establish health and safety practices appropriate tothe specific circ
8、umstances involved with its use. ACI does not make any representations with regard tohealth and safety issues and the use of this document. The user must determine the applicability of allregulatory limitations before applying the document and must comply with all applicable laws and regulations,inc
9、luding but not limited to, United States Occupational Safety and Health Administration (OSHA) healthand safety standards.Order information: ACI documents are available in print, by download, on CD-ROM, through electronicsubscription, or reprint and may be obtained by contacting ACI.Most ACI standard
10、s 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: 248-848-3700Fax: 248-848-3701www.concrete.orgACI 330R-08 supersedes ACI 330R-01 and was adopted and pub
11、lished June 2008.Copyright 2008, 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 photo process, or by electronic ormechanical device, printed, written, or oral, or recording for sound or visual
12、 reproductionor for use in any knowledge or retrieval system or device, unless permission in writingis obtained from the copyright proprietors.330R-1ACI Committee Reports, Guides, Manuals, StandardPractices, and Commentaries are intended for guidance inplanning, designing, executing, and inspecting
13、construction.This document is intended for the use of individuals who arecompetent to evaluate the significance and limitations of itscontent and recommendations and who will acceptresponsibility for the application of the material it contains.The American Concrete Institute disclaims any and allres
14、ponsibility for the stated principles. The Institute shall notbe liable for any loss or damage arising therefrom.Reference to this document shall not be made in contractdocuments. If items found in this document are desired by theArchitect/Engineer to be a part of the contract documents, theyshall b
15、e restated in mandatory language for incorporation bythe Architect/Engineer.Guide for the Design and Constructionof Concrete Parking LotsReported by ACI Committee 330ACI 330R-08Concrete parking lots serve many kinds of public facilities, commercialdevelopments, businesses, and multifamily housing pr
16、ojects. They primarilyaccommodate parked vehicles, but may also provide maneuvering areasand access for delivery vehicles. The design and construction of concreteslabs for parking lots and outside storage areas share many similaritieswith the design and construction of streets and highways, but they
17、 alsohave some very distinct differences. A full appreciation of the differencesand the modification of design and construction procedures to take thesedifferences into account can result in economical concrete parking lots thatwill provide satisfactory service for many years with little maintenance
18、.This guide includes information on site investigation, thickness determi-nation, design of joints and other details, durability considerations, pavingoperations, and quality-assurance procedures during construction.Maintenance and repair are also discussed.Keywords: concrete pavement; curing; dowel
19、s; finishing; joints; loadtransfer; parking lot; subgrade; thickness; traffic loads.CONTENTSChapter 1Introduction and scope, p. 330R-21.1Introduction1.2Scope1.3BackgroundChapter 2Notation and definitions, p. 330R-32.1Notation2.2DefinitionsChapter 3Pavement design, p. 330R-43.1Introduction3.2Pavement
20、 stresses3.3Traffic loads3.4Subgrade support3.5Concrete properties3.6Thickness design3.7Jointing3.8Steel reinforcement in parking lot pavements3.9Joint filling and sealing3.10Pavement grades3.11Other design featuresChapter 4Materials, p. 330R-124.1Introduction4.2Strength4.3Durability4.4Economy4.5Wor
21、kability4.6Material specificationsChapter 5Construction, p. 330R-135.1Introduction5.2Subgrade preparationDavid J. Akers Douglas W. Deno Frank Lennox David N. RichardsonRichard O. Albright Edwin H. Gebauer Robert V. Lopez David M. SuchorskiJ. Howard Allred Nader Ghafoori John R. Love, III Scott M. Ta
22、rrWilliam L. Arent Omer Heracklis Richard E. Miller Diep T. TuJoseph P. Bergmaier Jerry A. Holland Jon I. Mullarky Robert L. VarnerBryan M. Birdwell James W. Hoolehan Scott M. Palotta Don J. WadeMichael W. Cook Kenneth G. Kazanis Nigel Parkes Richard L. WarrenNorbert J. Delatte Frank A. KozeliskiV.
23、Ti m C o s tChairMatthew A. OffenbergSecretary330R-2 ACI COMMITTEE REPORT5.3Layout for construction5.4Paving equipment5.5Placing, finishing, and texturing5.6Curing and protection5.7Jointing5.8Pavement markings5.9Opening to trafficChapter 6Inspection and testing, p. 330R-166.1Introduction6.2Subgrade
24、preparation6.3Concrete quality6.4Construction operationsChapter 7Maintenance and repair, p. 330R-177.1Introduction7.2Surface sealing7.3Joint and crack sealing7.4Full-depth repair7.5Undersealing and leveling7.6Overlays7.7Parking lot cleaningChapter 8References, p. 330R-208.1Referenced standards and r
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