ARMY UFGS-32 18 16 13-2008 PLAYGROUND PROTECTIVE SURFACING《游乐场保护性路面》.pdf
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1、*USACE / NAVFAC / AFCESA / NASA UFGS-32 18 16.13 (April 2008)-Preparing Activity: USACE SupersedingUFGS-32 18 16.13 (April 2006)UNIFIED FACILITIES GUIDE SPECIFICATIONSReferences are in agreement with UMRL dated March 2008*SECTION TABLE OF CONTENTSDIVISION 32 - EXTERIOR IMPROVEMENTSSECTION 32 18 16.1
2、3PLAYGROUND PROTECTIVE SURFACING04/08PART 1 GENERAL1.1 REFERENCES1.2 DEFINITIONS1.2.1 Critical Height1.2.2 Designated Play Surface1.2.3 Head Injury Criteria (HIC)1.2.4 Impact Attenuation1.2.5 Loose Fill1.2.6 Maximum Equipment Height1.2.7 Play Event1.3 SYSTEM DESCRIPTION1.3.1 Child Safety1.3.2 Child
3、Accessibility1.3.3 Play Areas at CDC1.3.4 Sites Other than CDC1.4 SUBMITTALS1.5 QUALITY ASSURANCE1.5.1 Manufacturers Qualification1.5.2 Manufacturers Representative1.5.3 Installers Qualification1.5.4 Shop Drawings1.6 DELIVERY, STORAGE, AND HANDLING1.7 WARRANTY1.8 MAINTENANCE INSTRUCTIONSPART 2 PRODU
4、CTS2.1 MATERIALS2.2 SYNTHETIC SURFACING2.2.1 Subbase2.2.1.1 Concrete Subbase2.2.1.2 Bituminous Subbase2.2.1.3 Aggregate Subbase2.2.2 Impact Attenuating Substrate2.2.2.1 Poured-In-Place SubstrateSECTION 32 18 16.13 Page 1Provided by IHSNot for ResaleNo reproduction or networking permitted without lic
5、ense from IHS-,-,-2.2.2.2 Loose Fill Substrate2.2.3 Wear Surface2.2.3.1 Poured-in-Place Wear Surface2.2.3.2 Synthetic Turf Wear Surface2.2.3.3 Rubber Sheet Wear Surface2.2.3.4 Polyethylene Plastic Woven Sheet Wear Surface2.2.4 Synthetic Tile2.2.5 Color2.2.6 Sealant2.2.7 Hardware2.2.8 Binder2.2.9 Adh
6、esive2.2.10 Containment Curbs2.2.11 Transition Edge2.2.12 Combination System2.3 LOOSE-FILL SURFACING2.3.1 Sand2.3.2 Gravel2.3.3 Wood By-Products2.3.3.1 Wood Mulch2.3.3.2 Engineered Wood Fiber2.4 GEOTEXTILE FABRIC2.5 RECYCLED PLASTIC2.5.1 High Density Polyethylene2.5.2 Structural Component2.5.3 Recyc
7、led Plastic Molded As Lumber2.6 CURBS2.6.1 Concrete Curb2.6.2 Wood2.6.2.1 Wood Components2.6.2.2 Wood TreatmentPART 3 EXECUTION3.1 SITE PREPARATION3.1.1 Finished Grade and Underground Utilities3.1.2 Layout3.1.3 Obstructions Below Ground3.1.4 Percolation Test3.1.5 Substitution3.1.6 Subgrade3.1.7 Subs
8、urface3.1.8 Subbase3.1.9 Concrete or Bituminous Curing3.1.10 Fall Height3.1.10.1 General Requirements3.1.10.2 Measuring Fall Height3.2 INSTALLING SYNTHETIC SURFACING SYSTEM3.2.1 Temperature Limitation3.2.2 Poured-in-Place System3.2.2.1 Geotextile Fabric for Poured-In-Place3.2.2.2 Poured-in-Place Sub
9、strate3.2.2.3 Poured-in-Place Wear Surface3.2.3 Tile System3.2.4 Combination System3.2.4.1 Geotextile Fabric3.2.4.2 Modular Substrate3.2.4.3 Poured-in-Place Substrate3.2.4.4 Synthetic Turf Wear SurfaceSECTION 32 18 16.13 Page 2Provided by IHSNot for ResaleNo reproduction or networking permitted with
10、out license from IHS-,-,-3.2.4.5 Rubber Sheet Wear Surface3.2.4.6 Poured-in-Place Wear Surface3.2.4.7 Polyethylene Plastic Woven Sheet Wear Surface3.3 INSTALLING LOOSE FILL SURFACING SYTEM3.3.1 Sand Surfacing System3.3.2 Gravel Surfacing System3.3.3 Wood By-Product Surfacing System3.3.3.1 Wood Mulch
11、 Surfacing System3.3.3.2 Engineered Wood Fiber Surfacing System3.3.3.3 Geotextile Fabric for Wood By-Product3.3.3.4 Minimum Depth for Wood By-Product3.4 RESTORATION AND CLEAN UP3.4.1 Clean Up3.4.2 Protection3.4.3 Disposal of Materials3.5 PROTECTIVE SURFACING ACCEPTANCE3.6 RE-INSTALLATION- End of Sec
12、tion Table of Contents -SECTION 32 18 16.13 Page 3Provided by IHSNot for ResaleNo reproduction or networking permitted without license from IHS-,-,-*USACE / NAVFAC / AFCESA / NASA UFGS-32 18 16.13 (April 2008)-Preparing Activity: USACE SupersedingUFGS-32 18 16.13 (April 2006)UNIFIED FACILITIES GUIDE
13、 SPECIFICATIONSReferences are in agreement with UMRL dated March 2008*SECTION 32 18 16.13PLAYGROUND PROTECTIVE SURFACING04/08*NOTE: This guide specification covers the requirements for furnishing and installing protective surfacing in childrens outdoor play areas.Edit this guide specification for pr
14、oject 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 suggestions on this guide spec
15、ification 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 Criteria Change Request (CCR).*PAR
16、T 1 GENERAL*NOTE: Designer should require materials, products, and innovative construction methods and techniques which are environmentally sensitive, take advantage of recycling and conserve natural resources.*1.1 REFERENCES*NOTE: This paragraph is used to list the publications cited in the text of
17、 the guide specification. The publications are referred to in the text by basic designation only and listed in this paragraph by organization, designation, date, SECTION 32 18 16.13 Page 4Provided by IHSNot for ResaleNo reproduction or networking permitted without license from IHS-,-,-and title.Use
18、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 to update the issue dates.References not used in the text will automaticall
19、y 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 designation only.
20、ASTM INTERNATIONAL (ASTM)ASTM C 136 (2006) Standard Test Method for Sieve Analysis of Fine and Coarse AggregatesASTM D 1557 (2007) Standard Test Methods for Laboratory Compaction Characteristics of Soil Using Modified Effort (56,000 ft-lbf/ft3) (2700 kN-m/m3)ASTM D 2047 (2004) Static Coefficient of
21、Friction of Polish-Coated Floor Surfaces as Measured by the James MachineASTM D 2261 (2007) Tearing Strength of Fabrics by the Tongue (Single Rip) Procedure (Constant Rate-of-Extension Tensile Testing Machine)ASTM D 412 (2006a) Standard Test Methods for Vulcanized Rubber and Thermoplastic Elastomers
22、 - TensionASTM D 6112 (1997; R 2005) Compressive and Flexural Creep and Creep-Rupture of Plastic Lumber and ShapesASTM D 648 (2007) Deflection Temperature of Plastics Under Flexural Load in the Edgewise PositionASTM E 1912 (1998; R 2004) Accelerated Site Characterization for Confirmed or Suspected P
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