ARMY UFGS-32 01 29 61-2008 PARTIAL DEPTH PATCHING OF RIGID PAVING《刚性路面局部深度修补》.pdf

1、*USACE / NAVFAC / AFCESA / NASA UFGS-32 01 29.61 (November 2008)-Preparing Activity: USACE Superseding UFGS-32 01 28 (April 2008)UFGS-32 01 29.61 (January 2008)UNIFIED FACILITIES GUIDE SPECIFICATIONSReferences are in agreement with UMRL dated October 2008*SECTION TABLE OF CONTENTSDIVISION 32 - EXTER

2、IOR IMPROVEMENTSSECTION 32 01 29.61PARTIAL DEPTH PATCHING OF RIGID PAVING11/08PART 1 GENERAL1.1 UNIT PRICES1.1.1 Measurement1.1.1.1 Concrete1.1.1.2 Proprietary Cementitious Products1.1.2 Payment1.1.2.1 Concrete1.1.2.2 Proprietary Cementitious Products1.2 REFERENCES1.3 SUBMITTALS1.4 QUALITY ASSURANCE

3、1.4.1 Preconstruction Testing Of Materials1.4.1.1 Cement1.4.1.2 Aggregate1.4.1.3 Proprietary Cementitious Products and Epoxy1.4.2 Equipment; Approval, Maintenance, and Safety1.4.3 Shop Detail Drawings1.5 DELIVERY, STORAGE, AND HANDLING1.5.1 Cement1.5.2 Aggregate1.5.3 Other Materials1.6 Project/Site

4、ConditionsPART 2 PRODUCTS2.1 MATERIALS2.1.1 Coarse Aggregate2.1.1.1 Composition2.1.1.2 Quality2.1.1.3 Particle Shape2.1.1.4 Gradation2.1.1.5 Alkali Silica Reactivity2.1.2 Fine Aggregate2.1.2.1 CompositionSECTION 32 01 29.61 Page 1Provided by IHSNot for ResaleNo reproduction or networking permitted w

5、ithout license from IHS-,-,-2.1.2.2 Particle Shape and Quality2.1.2.3 Grading2.1.2.4 Alkali Silica Reactivity2.1.3 Admixtures2.1.3.1 Air-Entraining Admixtures2.1.3.2 Chemical Admixtures2.1.4 Cement2.1.4.1 Portland Cement Mix Design2.1.5 Curing Materials2.1.5.1 Burlap2.1.5.2 Pigmented Liquid Membrane

6、-Forming Compound2.1.5.3 Waterproof Sheet Materials2.1.6 Bonding-Agents2.1.6.1 Epoxy-Resin2.1.6.2 Latex2.1.7 Joint Sealant2.1.8 Joint Filler2.1.9 Water2.1.10 Proprietary Cementitious Products2.1.10.1 Compressive Strength2.1.10.2 Bond Strength2.1.10.3 Modulus of Elasticity2.1.10.4 Coefficient of Ther

7、mal Expansion2.1.10.5 Shrinkage Potential2.1.10.6 Freeze-Thaw Resistance2.2 Neat Cement Grout2.2.1 Sand-Cement Grout Bonding Course2.2.2 Sand-Cement Mortar for Filling Small Popouts2.2.3 Dowels, Tie Bars, and ReinforcementPART 3 EXECUTION3.1 PREPARATION OF EXISTING PAVEMENT3.1.1 Preparation of Exist

8、ing Surfaces3.1.1.1 Joint Widening (Except Expansion Joints)3.1.2 Dowels, Tie Bars, and Reinforcement3.1.3 Preparation of Joints Adjacent to Spalls3.1.4 Disposal of Debris3.1.5 Bonding Coat3.1.5.1 Neat Cement Grout3.1.5.2 Epoxy-Resin3.1.5.3 Proprietary Cementitious Products3.1.6 Popout Repair3.1.7 P

9、atch Material Selection3.2 BATCHING, MIXING AND PROPORTIONING3.2.1 Equipment3.2.2 Conveying3.2.3 Facilities for Sampling3.2.4 Mix Proportions3.2.5 Measurement3.2.6 Workability3.3 PLACING3.3.1 Portland Cement Concrete3.3.2 Epoxy-Resin Concrete and Mortar3.3.3 Proprietary Cementitious Products3.3.4 Jo

10、ints3.4 FIELD QUALITY CONTROL3.4.1 General Requirements3.4.2 Specimens for Strength TestsSECTION 32 01 29.61 Page 2Provided by IHSNot for ResaleNo reproduction or networking permitted without license from IHS-,-,-3.4.2.1 Test Results3.4.2.2 Acceptance3.5 FINISHING3.6 CURING3.6.1 Moist Curing3.6.2 Wa

11、terproof-Paper Blankets or Impermeable Sheets3.6.3 Membrane-Forming Curing Compound3.7 FINISH TOLERANCE3.8 PAVEMENT PROTECTION3.9 JOINTS- End of Section Table of Contents -SECTION 32 01 29.61 Page 3Provided by IHSNot for ResaleNo reproduction or networking permitted without license from IHS-,-,-*USA

12、CE / NAVFAC / AFCESA / NASA UFGS-32 01 29.61 (November 2008)-Preparing Activity: USACE Superseding UFGS-32 01 28 (April 2008)UFGS-32 01 29.61 (January 2008)UNIFIED FACILITIES GUIDE SPECIFICATIONSReferences are in agreement with UMRL dated October 2008*SECTION 32 01 29.61PARTIAL DEPTH PATCHING OF RIG

13、ID PAVING11/08*NOTE: This guide specification covers the requirements for partial depth patching of rigid paving.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.Re

14、move information and requirements not required in respective project, whether or not brackets are present.Comments and 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 organi

15、zation designation and telephone number, is on the Internet.Recommended changes to a UFGS should be submitted as a Criteria Change Request (CCR).This guide specification includes tailoring options for AFCESA, NASA, NAVFAC, and USACE. Selection or deselection of a tailoring option (select view-tailor

16、ing options) will include or exclude that option in the section. Specific project editing is still required for the resulting section.*NOTE: TO DOWNLOAD UFGS GRAPHICSGo to http:/www.wbdg.org/ccb/NAVGRAPH/graphtoc.pdf.*PART 1 GENERAL*SECTION 32 01 29.61 Page 4Provided by IHSNot for ResaleNo reproduct

17、ion or networking permitted without license from IHS-,-,-NOTE: This specification is not intended for repair of heat resistant concrete pavements, or for rapid repair of PCC that must be returned to service in a short time. See second note in paragraph entitled “Cement.“ For full depth repairs of PC

18、C pavements for roads and streets only, use Section 32 13 13.06 PORTLAND CEMENT CONCRETE PAVEMENT FOR ROADS AND SITE FACILITIES.*NOTE: For full-depth patches or slab removal and replacement of airfield pavements, use Section 32 13 11 - CONCRETE PAVEMENT FOR AIRFIELDS AND OTHER HEAVY DUTY PAVEMENTS M

19、ORE THAN 10,000 CUBIC YARDS or Section 32 13 13.03 - AIRFIELDS AND HEAVY-DUTY CONCRETE PAVEMENT LESS THAN 10,000 CUBI YARDS.To review UFC 3-270-03 (15 March 2001), “Concrete Crack and Partial-Depth Spall Repair“ for drawings, details and illustrations, go to http:/www.wbdg.org/ccb/DOD/UFC/ufc_3_270_

20、03.pdf.*NOTE: As a minimum, show the following information on the drawings:1. Plans showing layout and identification of each joint and joint type. Include identification of joints with dowels and with tie-bars. Identify pavements or slabs that are reinforced and the reinforcement. Include location

21、of each random crack where repairs are needed.2. Show approximate location, length and width of each spall and location and size (usually average diameter) of each popout. Dimensions of spalls and popouts need not be to scale. Identify by legend and symbol whether spall repair needed is approximatel

22、y rectangular or pentagonal (triangular spall). Specifically detail any special or unusual shapes or partial depth repairs.3. If required spall repairs are extensive, provide a schedule showing scope of work and quantities for bid purposes in addition to the location plans. Identify feature areas wh

23、ere spalls or groups of spalls are located, area of spall repairs in square meter square feet, location and number or area of popouts, and other PCC pavement repairs which may be a part of the contract.4. Provide details of spall and popout repairs. Refer to UFC 3-270-03 and AASHTO SDDP-1 for sugges

24、ted details to be included on project drawings. Note that these sketches include the required 50 mm 2 inch minimum horizontal clearance of unsound concrete in the length and width SECTION 32 01 29.61 Page 5Provided by IHSNot for ResaleNo reproduction or networking permitted without license from IHS-

25、,-,-dimensions shown.5. In conducting field surveys to locate and size spalls needing repair, each suspect area must be sounded to determine extent of damage. Sounding may be done with a steel hammer, steel rod, or other suitable means for locating hollows. It is not unusual for delamination in a sp

26、all area to extend well beyond that visually obvious. Each previous partial depth patch should also be sounded for present condition.*1.1 UNIT PRICES*NOTE: When lump-sum payment is used, delete this paragraph . If patching is a separate pay item, revise the paragraph accordingly.*1.1.1 Measurement1.

27、1.1.1 ConcreteThe quantity of concrete to be paid for is the number of square meters feet placed in the completed and accepted patched areas.1.1.1.2 Proprietary Cementitious ProductsThe quantity of proprietary cementitious product to be paid for is the number of square meters feet placed in the comp

28、leted and accepted patched areas.1.1.2 Payment1.1.2.1 ConcreteThe quantity of concrete, measured as specified, is paid for at the contract unit price. The unit price includes full compensation for furnishing labor; materials; and for performing work involved in patching the pavements as specified.1.

29、1.2.2 Proprietary Cementitious ProductsThe quantity of proprietary cementitious product, measured as specified, is paid for at the contract unit price. The unit price includes full compensation for furnishing labor; materials; and for performing work involved in patching the pavements as specified.1

30、.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 listed in this paragraph by organization, designation, date, and title.SECTION 32 01 29.61 Page 6Provided by IH

31、SNot for ResaleNo reproduction or networking permitted without license from IHS-,-,-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 Refer

32、ence 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 the extent refe

33、renced. The publications are referred to within the text by the basic designation only.AMERICAN ASSOCIATION OF STATE HIGHWAY AND TRANSPORTATION OFFICIALS (AASHTO)AASHTO M 182 (2005) Standard Specification for Burlap Cloth Made from Jute or Kenaf and Cotton MatsAASHTO SDDP-1 (2002) Shop Detail Drawin

34、g Presentation GuidelinesASTM INTERNATIONAL (ASTM)ASTM C 1059/C 1059M (1999; R 2008) Standard Specification for Latex Agents for Bonding Fresh to Hardened ConcreteASTM C 1260 (2007) Standard Test Method for Potential Alkali Reactivity of Aggregates (Mortar-Bar Method)ASTM C 131 (2006)Standard Test M

35、ethod for Resistance to Degradation of Small-Size Coarse Aggregate by Abrasion and Impact in the Los Angeles MachineASTM C 136 (2006) Standard Test Method for Sieve Analysis of Fine and Coarse AggregatesASTM C 143/C 143M (2008) Standard Test Method for Slump of Hydraulic-Cement ConcreteASTM C 150 (2

36、007) Standard Specification for Portland CementASTM C 1581 (2004) Standard Test Method for Determining Age at Cracking and Induced Tensile Stress Characteristics of Mortar and Concrete under Restrained ShrinkageASTM C 1602/C 1602M (2006) Standard Specification for Mixing Water Used in Production of

37、Hydraulic SECTION 32 01 29.61 Page 7Provided by IHSNot for ResaleNo reproduction or networking permitted without license from IHS-,-,-Cement ConcreteASTM C 171 (2007) Standard Specification for Sheet Materials for Curing ConcreteASTM C 173/C 173M (2008) Standard Test Method for Air Content of Freshl

38、y Mixed Concrete by the Volumetric MethodASTM C 192/C 192M (2007) Standard Practice for Making and Curing Concrete Test Specimens in the LaboratoryASTM C 231 (2008b) Standard Test Method for Air Content of Freshly Mixed Concrete by the Pressure MethodASTM C 260 (2006) Standard Specification for Air-

39、Entraining Admixtures for ConcreteASTM C 309 (2007) Standard Specification for Liquid Membrane-Forming Compounds for Curing ConcreteASTM C 31/C 31M (2008a) Standard Practice for Making and Curing Concrete Test Specimens in the FieldASTM C 33 (2007) Standard Specification for Concrete AggregatesASTM

40、C 39/C 39M (2005e1) Standard Test Method for Compressive Strength of Cylindrical Concrete SpecimensASTM C 469 (2002e1) Static Modulus of Elasticity and Poissons Ratio of Concrete in CompressionASTM C 494/C 494M (2008a) Standard Specification for Chemical Admixtures for ConcreteASTM C 531 (2000; R 20

41、05) Linear Shrinkage and Coefficient of Thermal Expansion of Chemical-Resistant Mortars, Grouts, and Monolithic Surfacings, and Polymer ConcretesASTM C 666/C 666M (2003; R 2008) Resistance of Concrete to Rapid Freezing and ThawingASTM C 685/C 685M (2007) Concrete Made by Volumetric Batching and Cont

42、inuous MixingASTM C 881/C 881M (2002) Standard Specification for Epoxy-Resin-Base Bonding Systems for ConcreteASTM C 882/C 882M (2005e1) Bond Strength of Epoxy-Resin Systems Used with Concrete by Slant ShearSECTION 32 01 29.61 Page 8Provided by IHSNot for ResaleNo reproduction or networking permitte

43、d without license from IHS-,-,-ASTM C 94/C 94M (2007) Standard Specification for Ready-Mixed ConcreteASTM D 1751 (2004) Standard Specification for Preformed Expansion Joint Filler for Concrete Paving and Structural Construction (Nonextruding and Resilient Bituminous Types)ASTM D 1752 (2004a) Standar

44、d Specification for Preformed Sponge Rubber Cork and Recycled PVC ExpansionASTM D 75 (2003) Standard Practice for Sampling AggregatesU.S. ARMY CORPS OF ENGINEERS (USACE)COE CRD-C 300 (1990) Specifications for Membrane-Forming Compounds for Curing ConcreteU.S. NATIONAL ARCHIVES AND RECORDS ADMINISTRATION (NARA)29 CFR 1910 Occupa