ARMY UFGS-32 12 10-2008 BITUMINOUS TACK AND PRIME COATS《沥青粘结层和底涂层》.pdf

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1、*USACE / NAVFAC / AFCESA / NASA UFGS-32 12 10 (August 2008)-Preparing Activity: USACE SupersedingUFGS-32 12 10 (October 2006)UNIFIED FACILITIES GUIDE SPECIFICATIONSReferences are in agreement with UMRL dated July 2008*SECTION TABLE OF CONTENTSDIVISION 32 - EXTERIOR IMPROVEMENTSSECTION 32 12 10BITUMI

2、NOUS TACK AND PRIME COATS08/08PART 1 GENERAL1.1 UNIT PRICES1.1.1 Measurement1.1.2 Payment1.1.3 Waybills and Delivery Tickets1.2 REFERENCES1.3 SYSTEM DESCRIPTION1.3.1 General Requirements1.3.2 Bituminous Distributor1.3.3 Heating Equipment for Storage Tanks1.3.4 Power Brooms and Power Blowers1.4 SUBMI

3、TTALS1.5 QUALITY ASSURANCE1.6 DELIVERY, STORAGE, AND HANDLING1.7 ENVIRONMENTAL REQUIREMENTSPART 2 PRODUCTS2.1 PRIME COAT2.1.1 Cutback Asphalt2.1.2 Emulsified Asphalt2.2 TACK COAT2.2.1 Cutback Asphalt2.2.2 Emulsified AsphaltPART 3 EXECUTION3.1 PREPARATION OF SURFACE3.2 APPLICATION RATE3.2.1 Tack Coat

4、3.2.2 Prime Coat3.3 APPLICATION TEMPERATURE3.3.1 Viscosity Relationship3.3.2 Temperature Ranges3.4 APPLICATIONSECTION 32 12 10 Page 1Provided by IHSNot for ResaleNo reproduction or networking permitted without license from IHS-,-,-3.4.1 General3.4.2 Prime Coat3.4.3 Tack Coat3.5 CURING PERIOD3.6 FIEL

5、D QUALITY CONTROL3.7 SAMPLING AND TESTING3.7.1 Sampling3.7.2 Calibration Test3.7.3 Trial Applications3.7.3.1 Tack Coat Trial Application Rate3.7.3.2 Prime Coat Trial Application Rate3.7.4 Sampling and Testing During Construction3.8 TRAFFIC CONTROLS- End of Section Table of Contents -SECTION 32 12 10

6、 Page 2Provided by IHSNot for ResaleNo reproduction or networking permitted without license from IHS-,-,-*USACE / NAVFAC / AFCESA / NASA UFGS-32 12 10 (August 2008)-Preparing Activity: USACE SupersedingUFGS-32 12 10 (October 2006)UNIFIED FACILITIES GUIDE SPECIFICATIONSReferences are in agreement wit

7、h UMRL dated July 2008*SECTION 32 12 10BITUMINOUS TACK AND PRIME COATS08/08*NOTE: This guide specification covers the requirements for bituminous tack and prime coats for airfield pavements, roads, parking areas and general paving needs.Edit this guide specification for project specific requirements

8、 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 suggestions on this guide specification are welcome and s

9、hould 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 Criteria Change Request (CCR).*PART 1 GENERAL1.1 UNIT PRICES*

10、NOTE: Delete unit price paragraphs when lump sum bidding is used. Edit submittal requirements accordingly.*1.1.1 Measurement*NOTE: When the bituminous material is measured in liters (gallons), the appropriate ASTM method will be retained for the type of bituminous material SECTION 32 12 10 Page 3Pro

11、vided by IHSNot for ResaleNo reproduction or networking permitted without license from IHS-,-,-specified.*The bituminous material paid for will be the measured quantities used in the accepted work, provided that the measured quantities are not 10 percent over the specified application rate. Any amou

12、nt of bituminous material more than 10 percent over the specified application rate for each application will be deducted from the measured quantities, except for irregular areas where hand spraying of the bituminous material is necessary. Express measured quantities in metric tons 2000 pound tons li

13、ters at 15.6 degrees C gallons at 60 degrees F. Volumes measured at temperatures other than 15.6 degrees C 60 degrees F shall be corrected in accordance with ASTM D 1250 using a coefficient of expansion of 0.00045 per degree C 0.00025 per degree F for asphalt emulsion.1.1.2 PaymentThe quantities of

14、bituminous material, determined as specified above, will be paid for at the respective contract unit prices. Payment shall constitute full compensation for all operations necessary to complete the work as specified herein.1.1.3 Waybills and Delivery TicketsBefore the final statement is allowed, file

15、 with the Contracting Officer certified waybills and certified delivery tickets for all bituminous materials used in the construction of the pavement covered by the contract. These submittals are required for Unit Pricing bid only. Do not remove bituminous material from storage until the initial out

16、age and temperature measurements have been taken. The delivery or storage units will not be released until the final outage has been taken.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 b

17、y basic designation only and listed 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 Wiz

18、ards Check Reference feature to 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

19、 the extent referenced. The publications are referred to within the text by the basic designation only.SECTION 32 12 10 Page 4Provided by IHSNot for ResaleNo reproduction or networking permitted without license from IHS-,-,-AMERICAN ASSOCIATION OF STATE HIGHWAY AND TRANSPORTATION OFFICIALS (AASHTO)A

20、ASHTO M 20 (1970; R 2004) Penetration-Graded Asphalt CementAASHTO M 226 (1980; R 2004) Viscosity Graded Asphalt CementAASHTO M 81 (1992; R 2004) Cut-Back Asphalt (Rapid-Curing Type)AASHTO M 82 (1975; R 2004) Cut-Back Asphalt (Medium-Curing Type)AASHTO T 102 (1983; R 2004) Spot Test of Asphaltic Mate

21、rialsAASHTO T 40 (2002; R 2006) Sampling Bituminous MaterialsASTM INTERNATIONAL (ASTM)ASTM D 1250 (2007) Standard Guide for Use of the Petroleum Measurement TablesASTM D 140 (2001; R 2007) Sampling Bituminous MaterialsASTM D 2026 (1997; R 2004) Cutback Asphalt (Slow-Curing Type)ASTM D 2027 (1997; R

22、2004) Cutback Asphalt (Medium-Curing Type)ASTM D 2028 (1997; R 2004) Cutback Asphalt (Rapid-Curing Type)ASTM D 2397 (2005) Standard Specification for Cationic Emulsified AsphaltASTM D 2995 (1999; R 2004) Determining Application Rate of Bituminous DistributorsASTM D 3381 (2005) Viscosity-Graded Aspha

23、lt Cement for Use in Pavement ConstructionASTM D 946 (1982; R 2005) Penetration-Graded Asphalt Cement for Use in Pavement ConstructionASTM D 977 (2005) Emulsified AsphaltU.S. GREEN BUILDING COUNCIL (USGBC)LEED (2002; R 2005) Leadership in Energy and Environmental Design(tm) Green Building Rating Sys

24、tem for New Construction (LEED-NC)SECTION 32 12 10 Page 5Provided by IHSNot for ResaleNo reproduction or networking permitted without license from IHS-,-,-1.3 SYSTEM DESCRIPTION1.3.1 General RequirementsPlant, equipment, machines and tools used in the work are subject to approval and shall be mainta

25、ined in a satisfactory working condition at all times. Calibrated equipment such as asphalt distributors, scales, batching equipment, spreaders and similar equipment, should have been recalibrated by a calibration laboratory within 12 _ months prior to commencing work and every _ months thereafter,

26、by such laboratory from the date of recalibration, during the term of the contract.1.3.2 Bituminous DistributorProvide a distributor with pneumatic tires of such size and number that the load produced on the base surface does not exceed 295 kg/25 mm 650 psi of tire width to prevent rutting, shoving

27、or otherwise damaging the base surface or other layers in the pavement structure. Design and equip the distributor to spray the bituminous material in a uniform coverage at the specified temperature, at readily determined and controlled rates from 0.23 to 9.05 L/square meter 0.05 to 2.0 gallons per

28、square yard, with a pressure range of 172.4 to 517.1 kPa 25 to 75 psi and with an allowable variation from the specified rate of not more than plus or minus 5 percent, and at variable widths. Include with the distributor equipment a separate power unit for the bitumen pump, full-circulation spray ba

29、rs, tachometer, pressure gauges, volume-measuring devices, adequate heaters for heating of materials to the proper application temperature, a thermometer for reading the temperature of tank contents, and a hand hose attachment suitable for applying bituminous material manually to areas inaccessible

30、to the distributor. Equip the distributor to circulate and agitate the bituminous material during the heating process.1.3.3 Heating Equipment for Storage TanksThe equipment for heating the bituminous material shall be steam, electric, or hot oil heaters. Provide steam heaters consisting of steam coi

31、ls and equipment for producing steam, so designed that the steam cannot get into the material. Fix an armored thermometer to the tank with a temperature range from 4.4 to 204.4 degrees C 40 to 400 degrees F so that the temperature of the bituminous material may be determined at all times.1.3.4 Power

32、 Brooms and Power BlowersUse power brooms and power blowers suitable for cleaning the surfaces to which the bituminous coat is to be applied.1.4 SUBMITTALS*NOTE: Review submittal description (SD) definitions in Section 01 33 00 SUBMITTAL PROCEDURES and edit the following list to reflect only the sub

33、mittals 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 a “G”. Only delete an existing “G” if the submittal ite

34、m is not SECTION 32 12 10 Page 6Provided by IHSNot for ResaleNo reproduction or networking permitted without license from IHS-,-,-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

35、.For submittals requiring Government approval on Army projects, a 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-Enginee

36、r; “DO“ for District Office (Engineering Division or other organization 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. projects.Choose the first bracketed ite

37、m 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 approval. information only. When used, a designation follo

38、wing 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-03 Product DataWaybills and Delivery TicketsWaybills and delivery tickets, during progress of the work. Local/Regional Ma

39、terialsDocumentation indicating distance between manufacturing facility and the project site. Indicate distance of raw material origin from the project site. Indicate relative dollar value of local/regional materials to total dollar value of products included in project in accordance with LEED.SD-06

40、 Test ReportsSampling and TestingCopies of all test results for emulsified asphalt, and bituminous materials, within 24 hours of completion of tests. Certified copies of the manufacturers test reports indicating temperature viscosity relationship for cutback asphalt, compliance with applicable speci

41、fied requirements, not less than 30 _ days before the material is required in the work.1.5 QUALITY ASSURANCE*NOTE: Using local materials can help minimize SECTION 32 12 10 Page 7Provided by IHSNot for ResaleNo reproduction or networking permitted without license from IHS-,-,-transportation impacts,

42、including fossil fuel consumption, air pollution, and labor. Using materials harvested and manufactured within a 800 km (500 mile) radius from the project site contributes to the following LEED credit: MR5. Coordinate with Section 01 33 29 LEED(tm) DOCUMENTATION. Use second option if Contractor is c

43、hoosing local materials in accordance with Section 01 33 29 LEED(tm) DOCUMENTATION. Use second option for USACE projects. Army projects should include option, only if pursuing this LEED credit.*Use Local/Regional Materials or products extracted, harvested, or recovered, as well as manufactured, with

44、in a 800_ km 500_ mile radius from the project site, if available from a minimum of three sources.See Section 01 33 29 LEED(tm) DOCUMENTATION for cumulative total local material requirements. Tack and prime coat materials may be locally available.1.6 DELIVERY, STORAGE, AND HANDLINGInspect the materials delivered to the site for contamination and damage. Unload and store the materials with a minimum of handling.1.7 ENVIRONMENTAL REQUIREMENTSApply bituminous coat only when the surface to receive the bituminous coat is