ARMY UFGS-03 15 00 00 10-2010 CONCRETE ACCESSORIES.pdf

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1、*USACE / NAVFAC / AFCESA / NASA UFGS-03 15 00.00 10 (August 2010)-Preparing Activity: USACE SupersedingUFGS-03 15 13.00 10 (November 2009)UFGS-03 15 14.00 10 (November 2009)UNIFIED FACILITIES GUIDE SPECIFICATIONSReferences are in agreement with UMRL dated July 2010*SECTION TABLE OF CONTENTSDIVISION

2、03 - CONCRETESECTION 03 15 00.00 10CONCRETE ACCESSORIES08/10PART 1 GENERAL1.1 UNIT PRICES1.1.1 Waterstops1.1.1.1 Payment1.1.1.2 Measurement1.1.1.3 Unit of Measure1.2 REFERENCES1.3 SUBMITTALS1.4 DELIVERY, STORAGE, AND HANDLINGPART 2 PRODUCTS2.1 CONTRACTION JOINT STRIPS2.2 PREFORMED EXPANSION JOINT FI

3、LLER2.3 SEALANT2.3.1 Preformed Polychloroprene Elastomeric Type2.3.2 Lubricant for Preformed Compression Seals2.3.3 Field-Molded Type2.3.4 Hot-Applied Jet-Fuel Resistant Type2.4 WATERSTOPS2.4.1 Flexible Metal2.4.2 Rigid Metal2.4.3 Non-Metallic Materials2.4.4 Non-Metallic Hydrophilic2.4.5 Preformed E

4、lastic Adhesive2.4.5.1 Chemical Composition2.4.5.2 Adhesion Under Hydrostatic Pressure2.4.5.3 Sag of Flow Resistance2.4.5.4 Chemical Resistance2.5 TESTS, INSPECTIONS, AND VERIFICATIONS2.5.1 Materials Tests2.5.1.1 Field-Molded Sealants2.5.1.2 Non-Metallic Waterstops2.5.2 Splicing WaterstopsSECTION 03

5、 15 00.00 10 Page 1Provided by IHSNot for ResaleNo reproduction or networking permitted without license from IHS-,-,-2.5.2.1 Procedure and Performance Qualifications2.5.2.2 Non-Metallic Waterstops2.5.2.3 Metal WaterstopsPART 3 EXECUTION3.1 INSTALLATION3.1.1 Contraction Joints3.1.1.1 Joint Strips3.1.

6、1.2 Sawed Joints3.1.1.3 Bond Breaker3.1.2 Expansion Joints3.1.3 Joint Sealant3.1.3.1 Joints With Preformed Compression Seals3.1.3.2 Joints With Field-Molded Sealant3.2 WATERSTOPS, INSTALLATION AND SPLICES3.2.1 Copper And Stainless Steel3.2.2 Flat Steel3.2.3 Non-Metallic3.2.3.1 Rubber Waterstop3.2.3.

7、2 Polyvinyl Chloride Waterstop3.2.3.3 Quality Assurance3.2.4 Non-Metallic Hydrophilic Waterstop Installation3.2.5 Preformed Plastic Adhesive Installation3.3 CONSTRUCTION JOINTS- End of Section Table of Contents -SECTION 03 15 00.00 10 Page 2Provided by IHSNot for ResaleNo reproduction or networking

8、permitted without license from IHS-,-,-*USACE / NAVFAC / AFCESA / NASA UFGS-03 15 00.00 10 (August 2010)-Preparing Activity: USACE SupersedingUFGS-03 15 13.00 10 (November 2009)UFGS-03 15 14.00 10 (November 2009)UNIFIED FACILITIES GUIDE SPECIFICATIONSReferences are in agreement with UMRL dated July

9、2010*SECTION 03 15 00.00 10CONCRETE ACCESSORIES08/10*NOTE: This guide specification covers the requirements for expansion joints, contraction joints and waterstops used in concrete construction. This guide will be used in conjunction with Section 03 31 00.00 10 CAST-IN-PLACE STRUCTURAL CONCRETEEdit

10、this guide specification for project specific requirements by adding, deleting, or revising text. For bracketed items, choose applicable items(s) or insert appropriate information.Remove information and requirements not required in respective project, whether or not brackets are present.Comments and

11、 suggestions on this guide specification are welcome and should be directed to the technical proponent of the specification. A listing of technical proponents, including their organization designation and telephone number, is on the Internet.Recommended changes to a UFGS should be submitted as a Cri

12、teria Change Request (CCR).cations where text must be supplied by the designer.*PART 1 GENERAL1.1 UNIT PRICES*NOTE: If Section 01 22 00.00 10 MEASUREMENT AND PAYMENT is included in the project specifications, this paragraph title (UNIT PRICES) should be deleted from this section and the remaining ap

13、propriately edited subparagraphs below should be inserted into Section 01 22 00.00 10.*SECTION 03 15 00.00 10 Page 3Provided by IHSNot for ResaleNo reproduction or networking permitted without license from IHS-,-,-1.1.1 Waterstops1.1.1.1 PaymentPayment will be made for costs associated with watersto

14、ps, including labor, materials and use of all equipments and tools required to complete the waterstop work. No separate payment will be made for expansion and contraction joints which are included in the costs for the items to which work for expansion and contraction joints are incidental.1.1.1.2 Me

15、asurementWaterstops will be measured for payment by the linear meter foot in place. In computing the quantity of the waterstops, no allowance will be made for laps. No separate measurement will be made for expansion and contraction joints which are included in the costs for the items to which work f

16、or expansion and contraction joints are incidental.1.1.1.3 Unit of MeasureUnit of measure: linear meter foot.1.2 REFERENCES*NOTE: This paragraph is used to list the publications cited in the text of the guide specification. The publications are referred to in the text by basic designation only and l

17、isted in this paragraph by organization, designation, date, and title.Use the Reference Wizards Check Reference feature when you add a RID outside of the Sections Reference Article to automatically place the reference in the Reference Article. Also use the Reference Wizards Check Reference feature t

18、o update the issue dates.References not used in the text will automatically be deleted from this section of the project specification when you choose to reconcile references in the publish print process.*The publications listed below form a part of this specification to the extent referenced. The pu

19、blications are referred to within the text by the basic designation only.AMERICAN ASSOCIATION OF STATE HIGHWAY AND TRANSPORTATION OFFICIALS (AASHTO)AASHTO T 111 (2009) Standard Method of Test for Mineral Matter or Ash in Asphalt MaterialsAMERICAN HARDBOARD ASSOCIATION (AHA)AHA A135.4 (1995; R 2004)

20、Basic HardboardSECTION 03 15 00.00 10 Page 4Provided by IHSNot for ResaleNo reproduction or networking permitted without license from IHS-,-,-ASME INTERNATIONAL (ASME)ASME BPVC SEC IX (2010) BPVC Section IX-Welding and Brazing QualificationsASTM INTERNATIONAL (ASTM)ASTM A 1011/A 1011M (2009b) Standa

21、rd Specification for Steel, Sheet, and Strip, Hot-Rolled, Carbon, Structural, High-Strength Low-Alloy and High-Strength Low-Alloy with Improved Formability and Ultra-High StrengthASTM A 109/A 109M (2008) Standard Specification for Steel, Strip, Carbon (0.25 Maximum Percent), Cold-RolledASTM A 167 (1

22、999; R 2009) Standard Specification for Stainless and Heat-Resisting Chromium-Nickel Steel Plate, Sheet, and StripASTM A 480/A 480M (2009b) Standard Specification for General Requirements for Flat-Rolled Stainless and Heat-Resisting Steel Plate, Sheet, and StripASTM B 152/B 152M (2009) Standard Spec

23、ification for Copper Sheet, Strip, Plate, and Rolled BarASTM B 370 (2009) Standard Specification for Copper Sheet and Strip for Building ConstructionASTM C 919 (2008) Use of Sealants in Acoustical ApplicationsASTM C 920 (2008) Standard Specification for Elastomeric Joint SealantsASTM D 1751 (2004; R

24、 2008) Standard Specification for Preformed Expansion Joint Filler for Concrete Paving and Structural Construction (Nonextruding and Resilient Bituminous Types)ASTM D 1752 (2004a; R 2008) Standard Specification for Preformed Sponge Rubber Cork and Recycled PVC ExpansionASTM D 2628 (1991; R 2005) Sta

25、ndard Specification for Preformed Polychloroprene Elastomeric Joint Seals for Concrete PavementsASTM D 2835 (1989; R 2007) Lubricant for Installation of Preformed Compression Seals in Concrete PavementsASTM D 4 (1986; R 2004) Bitumen ContentSECTION 03 15 00.00 10 Page 5Provided by IHSNot for ResaleN

26、o reproduction or networking permitted without license from IHS-,-,-ASTM D 412 (2006ae2) Standard Test Methods for Vulcanized Rubber and Thermoplastic Elastomers - TensionASTM D 471 (2006e1) Standard Test Method for Rubber Property - Effect of LiquidsASTM D 5249 (1995; R 2006) Backer Material for Us

27、e with Cold-and Hot-Applied Joint Sealants in Portland-Cement Concrete and Asphalt JointsASTM D 6 (1995; R 2006) Loss on Heating of Oil and Asphaltic CompoundsASTM D 7116 (2005) Standard Specification for Joint Sealants, Hot Applied, Jet Fuel Resistant Types, for Portland Cement Concrete PavementU.S

28、. ARMY CORPS OF ENGINEERS (USACE)COE CRD-C 513 (1974) Corps of Engineers Specifications for Rubber WaterstopsCOE CRD-C 572 (1974) Corps of Engineers Specifications for Polyvinylchloride Waterstops1.3 SUBMITTALS*NOTE: Review submittal description (SD) definitions in Section 01 33 00 SUBMITTAL PROCEDU

29、RES and edit the following list to reflect only the submittals required for the project. Submittals should be kept to the minimum required for adequate quality control.A “G” following a submittal item indicates that the submittal requires Government approval. Some submittals are already marked with

30、a “G”. Only delete an existing “G” if the submittal item is not complex and can be reviewed through the Contractors Quality Control system. Only add a “G” if the submittal is sufficiently important or complex in context of the project.For submittals requiring Government approval on Army projects, a

31、code of up to three characters within the submittal tags may be used following the “G“ designation to indicate the approving authority. Codes for Army projects using the Resident Management System (RMS) are: “AE“ for Architect-Engineer; “DO“ for District Office (Engineering Division or other organiz

32、ation in the District Office); “AO“ for Area Office; “RO“ for Resident Office; and “PO“ for Project Office. Codes following the “G“ typically are not used for Navy, Air Force, and NASA projects.SECTION 03 15 00.00 10 Page 6Provided by IHSNot for ResaleNo reproduction or networking permitted without

33、license from IHS-,-,-Choose the first bracketed item for Navy, Air Force and NASA projects, or choose the second bracketed item for Army projects.*Government approval is required for submittals with a “G“ designation; submittals not having a “G“ designation are for Contractor Quality Control approva

34、l. information only. When used, a designation following the “G“ designation identifies the office that will review the submittal for the Government. Submit the following in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:SD-02 Shop DrawingsWaterstops; G; G, _SD-03 Product DataPreformed Expansi

35、on Joint FillerSealantWaterstopsSD-04 SamplesLubricant for Preformed Compression SealsSubmit a piece not less than 3 m 9 ft of 25 mm 1 inch nominal width or wider seal or a piece not less than 4 m 12 ft of compression seal less than 25 mm 1 inch nominal width. Provide oneL quart of lubricant.Field-M

36、olded TypeFour liters One gallon of field-molded sealant and one L quart of primer (when primer is recommended by the sealant manufacturer) identified to indicate manufacturer, type of material, quantity, and shipment or lot represented.Non-metallic MaterialsSubmit a piece not less than 300 mm 12 in

37、ch long cut from each 61 m 200 ft of finished waterstop furnished, but not less than a total of 1 m 4 ft of each type, size, and lot furnished. One splice sample of each size and type for every 50 splices made in the factory and every 10 splices made at the job site. Make the splice samples using st

38、raight run pieces with the splice located at the mid-length of the sample and finished as required for the installed waterstop. The total length of each splice shall be not less than 300 mm 12 inches long.WaterstopsSubmit a sample of each material consisting of a piece not less than 300 mm 12 inches

39、 long cut from each 60 m 200 feet of finished waterstop furnished, but not less than a total of 1.2 linear meters4 linear feet of each type and size furnished. For spliced segments of waterstops to be installed in the work, furnish one SECTION 03 15 00.00 10 Page 7Provided by IHSNot for ResaleNo rep

40、roduction or networking permitted without license from IHS-,-,-spliced sample of each size and type for every 50 splices made in the factory and every 10 splices made at the job site for inspection and testing. Make the spliced samples using straight run pieces with the splice located at the mid-len

41、gth of the sample and finished as required for the installed waterstop. The total length of each spliced sample shall be not less than 300 mm 12 inches long. Submit waterstop materials and splice samples for inspection and testing identified to indicate manufacturer, type of material, size and quant

42、ity of material and shipment represented.Splicing Waterstops; G; G, _SD-07 CertificatesPreformed Expansion Joint FillerSealantWaterstops1.4 DELIVERY, STORAGE, AND HANDLINGProtect material delivered and placed in storage off the ground from moisture, dirt, and other contaminants. Deliver sealants in

43、the manufacturers original unopened containers. Remove sealants from the site whose shelf life has expired.PART 2 PRODUCTS2.1 CONTRACTION JOINT STRIPSContraction joint strips shall be 3 mm 1/8 inch thick tempered hardboard conforming to AHA A135.4, Class 1. In lieu of hardboard strips, rigid polyvin

44、ylchloride (PVC) or high impact polystyrene (HIPS) insert strips specifically designed to induce controlled cracking in slabs on grade may be used. Such insert strips shall have removable top section.2.2 PREFORMED EXPANSION JOINT FILLERExpansion joint filler shall be preformed material conforming to

45、 ASTM D 1751or ASTM D 1752, Type I, or resin impregnated fiberboard conforming to the physical requirements of ASTM D 1752. Submit certified manufacturers test reports for premolded expansion joint filler strips, compression seals and lubricant, and metallic waterstops to verify compliance with applicable specification. Unless otherwise indicated, filler material shall be 10 mm 3/8 inch thick and of a width applicable for the joint formed. Backer material, when required, shall conform to ASTM D 5249.2.3 SEALANT*