NAVY UFGS-32 11 24-2011 GRADED CRUSHED AGGREGATE BASE COURSE FOR [PERVIOUS][FLEXIBLE] PAVEMENT《[可渗透的][柔性]路面用级配碎骨料基层》.pdf

1、*USACE / NAVFAC / AFCESA / NASA UFGS-32 11 24 (November 2011)-Preparing Activity: NAVFAC SupersedingUFGS-32 11 24 (August 2008)UNIFIED FACILITIES GUIDE SPECIFICATIONSReferences are in agreement with UMRL dated October 2011*SECTION TABLE OF CONTENTSDIVISION 32 - EXTERIOR IMPROVEMENTSSECTION 32 11 24G

2、RADED CRUSHED AGGREGATE BASE COURSE FOR PERVIOUSFLEXIBLE PAVEMENT11/11PART 1 GENERAL1.1 REFERENCES1.2 RELATED SECTIONS1.3 SUBMITTALS1.4 DELIVERY AND STORAGE1.5 WEATHER LIMITATIONS1.6 CONSTRUCTION EQUIPMENT1.7 SUSTAINABLE DESIGN REQUIREMENTS1.7.1 Local/Regional MaterialsPART 2 PRODUCTS2.1 MATERIALS2.

3、1.1 Aggregates2.1.2 Pervious Base Course2.1.2.1 Asphalt-Treated Permeable Base2.1.2.2 Cement-Treated Permeable BasePART 3 EXECUTION3.1 BASE COURSE3.2 OPENING AND OPERATION OF PITS3.3 MIXING OF MATERIALS3.4 PLACING3.4.1 Stationary-Plant Method3.4.2 Windrow Traveling-Plant Method3.5 COMPACTING AND FIN

4、ISHING3.6 PROOF ROLLING3.7 FINISHING AT EDGES OF BASE COURSE3.8 FIELD QUALITY CONTROL3.8.1 Sampling3.8.1.1 Aggregates at the Source3.8.1.2 During Construction3.8.1.3 Sample Identification3.8.2 TestingSECTION 32 11 24 Page 1Provided by IHSNot for ResaleNo reproduction or networking permitted without

5、license from IHS-,-,-3.8.2.1 Aggregates3.8.2.2 Smoothness Tests3.8.2.3 Field Density Tests3.8.2.4 Laboratory Density Tests3.8.2.5 Thickness Tests3.9 MAINTENANCE- End of Section Table of Contents -SECTION 32 11 24 Page 2Provided by IHSNot for ResaleNo reproduction or networking permitted without lice

6、nse from IHS-,-,-*USACE / NAVFAC / AFCESA / NASA UFGS-32 11 24 (November 2011)-Preparing Activity: NAVFAC SupersedingUFGS-32 11 24 (August 2008)UNIFIED FACILITIES GUIDE SPECIFICATIONSReferences are in agreement with UMRL dated October 2011*SECTION 32 11 24GRADED CRUSHED AGGREGATE BASE COURSE FOR PER

7、VIOUSFLEXIBLE PAVEMENT11/11*NOTE: This guide specification covers the requirements for graded crushed aggregate base course with a CBR 100 for use under flexible pavements and pervious pavement systems.Adhere to UFC 1-300-02 Unified Facilities Guide Specifications (UFGS) Format Standard when editing

8、 this guide specification or preparing new project specification sections. Edit 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

9、required in respective project, whether or not brackets are present.Comments, suggestions and recommended changes for this guide specification are welcome and should be submitted as a Criteria Change Request (CCR).*PART 1 GENERAL1.1 REFERENCES*NOTE: This paragraph is used to list the publications ci

10、ted in the text of the guide specification. The publications are referred to in the text by 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

11、 to automatically place the reference in the Reference Article. Also use the Reference Wizards Check Reference feature to update the issue dates.SECTION 32 11 24 Page 3Provided by IHSNot for ResaleNo reproduction or networking permitted without license from IHS-,-,-References not used in the text wi

12、ll 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 publications are referred to within the text by the basic des

13、ignation only.ASTM INTERNATIONAL (ASTM)ASTM C117 (2004) Standard Test Method for Materials Finer than 75-um (No. 200) Sieve in Mineral Aggregates by WashingASTM C131 (2006) Standard Test Method for Resistance to Degradation of Small-Size Coarse Aggregate by Abrasion and Impact in the Los Angeles Mac

14、hineASTM C136 (2006) Standard Test Method for Sieve Analysis of Fine and Coarse AggregatesASTM C29/C29M (2009) Standard Test Method for Bulk Density (“Unit Weight“) and Voids in AggregateASTM D 1556 (2007) Density and Unit Weight of Soil in Place by the Sand-Cone MethodASTM D 1557 (2009) Standard Te

15、st Methods for Laboratory Compaction Characteristics of Soil Using Modified Effort (56,000 ft-lbf/ft3) (2700 kN-m/m3)ASTM D 1883 (2007e2) CBR (California Bearing Ratio) of Laboratory-Compacted SoilsASTM D 2217 (1985; R 1998) Wet Preparation of Soil Samples for Particle-Size Analysis and Determinatio

16、n of Soil ConstantsASTM D 4318 (2010) Liquid Limit, Plastic Limit, and Plasticity Index of SoilsASTM D 6938 (2010) Standard Test Method for In-Place Density and Water Content of Soil and Soil-Aggregate by Nuclear Methods (Shallow Depth)ASTM D 75/D 75M (2009) Standard Practice for Sampling Aggregates

17、U.S. GREEN BUILDING COUNCIL (USGBC)LEED (2002; R 2005) Leadership in Energy and Environmental Design(tm) Green Building SECTION 32 11 24 Page 4Provided by IHSNot for ResaleNo reproduction or networking permitted without license from IHS-,-,-Rating System for New Construction (LEED-NC)1.2 RELATED SEC

18、TIONS*NOTE: Pervious pavement systems shall be installed in areas with gently sloping or flat ground, light traffic, limited heavy truck use, and where pavements will not receive snow and ice treatments (salt, sand, or chemical). Consult manufacturers recommendations for cold regions, arid regions,

19、and regions with high wind erosion. Parking lots are generally good pervious pavement applications. Installing pervious pavement systems contributes to the following LEED credit: SS6.*Pervious pavement systems shall use Section 32 11 16.16 BASE COURSE FOR RIGID AND SUBBASE COURSE FOR FLEXIBLE SUBBAS

20、E COURSE FOR PERVIOUS PAVING, and Section 32 13 43 PERVIOUS CONCRETE PAVING, 32 10 00 PERVIOUS BITUMINOUS CONCRETE PAVEMENT and 32 12 10 BITUMINOUS TACK AND PRIME COATS, in addition to this section.1.3 SUBMITTALS*NOTE: Submittals must be limited to those necessary for adequate quality control. The i

21、mportance of an item in the project should be one of the primary factors in determining if a submittal for the item should be required.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

22、” 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 code of up to three characters wi

23、thin 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 organization in the District Office); “A

24、O“ for Area Office; “RO“ for Resident Office; and “PO“ for Project Office. Codes following the “G“ typically are not used for Navy projects.Submittal items not designated with a “G“ are considered as being for information only for Army projects and for Contractor Quality Control approval for Navy pr

25、ojects.SECTION 32 11 24 Page 5Provided by IHSNot for ResaleNo reproduction or networking permitted without license from IHS-,-,-*Government approval is required for submittals with a “G“ designation; submittals not having a “G“ designation are for Contractor Quality Control approval.for information

26、only. When used, a designation following the “G“ designation identifies the office that will review the submittal for the Government. The following shall be submitted in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:SD-03 Product DataAggregates; (LEED)Submit documentation indicating percenta

27、ge of post-industrial and post-consumer recycled content per unit of product. Indicate relative dollar value of recycled content products to total dollar value of products included in project. Local/Regional Materials; (LEED)Submit documentation indicating distance between manufacturing facility and

28、 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.SD-06 Test ReportsGradationBearing ratioLiquid limitPlasticity indexPercentage of wear Dry weight of sla

29、gDensityGradationSmoothnessDensityThickness1.4 DELIVERY AND STORAGEInspect materials delivered to site for damage and store as to prevent segregation and contamination.1.5 WEATHER LIMITATIONSDo not construct base course when atmospheric temperature is below 2 degrees C 35 degrees F or when rainfall

30、or other weather conditions SECTION 32 11 24 Page 6Provided by IHSNot for ResaleNo reproduction or networking permitted without license from IHS-,-,-detrimentally affect the quality of the finished course.1.6 CONSTRUCTION EQUIPMENTEquipment shall be dependable and adequate for the purpose intended.

31、Maintain equipment in satisfactory and safe operating condition. Subject to approval, special equipment dictated by local conditions may be used. Calibrated equipment, such as scales, batching equipment, spreaders, and similar items, shall have been recalibrated by an approved calibration laboratory

32、 a State calibration laboratory within 12 _ months of commencing work.1.7 SUSTAINABLE DESIGN REQUIREMENTS1.7.1 Local/Regional Materials*NOTE: Using local materials can help minimize transportation impacts, including fossil fuel consumption, air pollution, and labor. Using materials harvested and man

33、ufactured within a 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 choosing local materials in accordance with Section 01 33 29 LEED(tm) DOCUMENTATION. Use second option f

34、or USACE projects. Army projects shall include option only if pursuing this LEED credit.*Use materials or products extracted, harvested, or recovered, as well as manufactured, within a 800_ kilometer 500_ mileradius from the project site, if available from a minimum of three sources.See Section 01 3

35、3 29 LEED(tm) DOCUMENTATION for cumulative total local material requirements. Aggregate materials may be locally available.PART 2 PRODUCTS2.1 MATERIALS2.1.1 Aggregates*NOTE: Maximum amount of material passing 75 micrometers No. 200 sieve for 50 mm 2 inch maximum should not be more than 7 percent, fo

36、r 38 mm 1 1/2 inch maximum 8 percent, and for 25 mm one inch maximum 9 percent, where frost is a factor in design.*NOTE: Delete percentage of wear and weight of slag not applicable to the project. For pavement designed for aircraft equipped with tires having pressure of 1725 kPa 250 psi or more, the

37、 percentage of wear should not exceed 40; and for slag, the weight should be not less than 1120 kg per cubic meter 70 pounds per cubic foot; for tire pressures SECTION 32 11 24 Page 7Provided by IHSNot for ResaleNo reproduction or networking permitted without license from IHS-,-,-less than 1725 kPa

38、250 psi, the percentage of wear may be increased to 45; and for slag, the weights may be reduced to 29.4 kg 65 pounds. The requirements of 40 or less for wear test under high pressure tires may be increased to 45 if a satisfactory service record can be demonstrated.*NOTE: Delete the sizes which are

39、unsuitable for the thickness of the base course layer to be constructed or are not available. The compacted thickness of any compacted base course layer should be limited to a maximum of 150 mm 6 inches and a minimum of 75 mm 3 inches. The gradations may be modified to suit local conditions; however

40、, the composite material must meet the required California Bearing Ratio. Prior to specifying any modified gradation, tests should be performed using the material to be incorporated in the base course to determine whether the modified gradation will provide the required California Bearing Ratio.*NOT

41、E: Use of materials with recycled content, calculated on the basis of post-industrial and post-consumer percentage content, contributes to the following LEED credit: MR4. Coordinate with Section 01 33 29 LEED(tm) DOCUMENTATION. Designer must verify that products meeting the indicated minimum recycle

42、d content are available, preferably from at least three sources, to ensure adequate competition. If not, write in suitable recycled content values that reflect availability and competition. Use second option if Contractor is choosing recycled content products in accordance with Section 01 33 29 LEED

43、(tm) DOCUMENTATION.*Consist of durable and sound crushed concrete, crushed masonry, crushed tile, crushed gravel, crushed stone, or crushed slag, free of lumps or balls of clay or other objectionable matter. Materials shall originate primarily from on-site construction waste, then from off-site construction waste, and finally from other nearby sources as needed. Aggregate material shall c