ARMY UFGS-32 01 29 62-2008 SLABJACKING RIGID PAVEMENTS《压浆刚性路面》.pdf

《ARMY UFGS-32 01 29 62-2008 SLABJACKING RIGID PAVEMENTS《压浆刚性路面》.pdf》由会员分享，可在线阅读，更多相关《ARMY UFGS-32 01 29 62-2008 SLABJACKING RIGID PAVEMENTS《压浆刚性路面》.pdf（14页珍藏版）》请在麦多课文档分享上搜索。

1、*USACE / NAVFAC / AFCESA / NASA UFGS-32 01 29.62 (August 2008)-Preparing Activity: USACE SupersedingUFGS-32 01 29.62 (April 2006)UNIFIED FACILITIES GUIDE SPECIFICATIONSReferences are in agreement with UMRL dated July 2008*SECTION TABLE OF CONTENTSDIVISION 32 - EXTERIOR IMPROVEMENTSSECTION 32 01 29.6

2、2SLABJACKING RIGID PAVEMENTS08/08PART 1 GENERAL1.1 UNIT PRICES1.1.1 Measurement1.1.1.1 Quantity of Portland Cement Grout1.1.1.2 Quantity of Portland Cement1.1.1.3 Number of Holes1.1.1.4 Broken Slabs1.1.2 Payment1.1.2.1 Portland Cement Unit Price1.1.2.2 Drilled Holes1.2 REFERENCES1.3 SYSTEM DESCRIPTI

3、ON1.3.1 Equipment1.3.2 Grout Plant1.3.3 Water Tanker1.3.4 Drilling1.3.5 Flow Cone1.3.6 Miscellaneous1.4 SUBMITTALS1.5 QUALITY ASSURANCE1.5.1 Bench Marks1.5.2 Testing Facilities1.5.3 Cement1.5.4 Aggregate1.6 DELIVERY, STORAGE, AND HANDLING1.6.1 Provisions for Cement1.6.2 Provisions for Aggregates1.7

4、ENVIRONMENTAL REQUIREMENTSPART 2 PRODUCTS2.1 GROUT MIXTURE2.2 MINERAL AGGREGATE2.2.1 Particle Shape2.2.2 GradingSECTION 32 01 29.62 Page 1Provided by IHSNot for ResaleNo reproduction or networking permitted without license from IHS-,-,-2.2.3 Deleterious Materials2.3 POZZOLANS AND FLY ASH2.4 PORTLAND

5、 CEMENT2.5 WATER2.6 CHEMICAL ADMIXTURES2.7 PROPORTIONING OF MATERIALS2.8 TESTS, INSPECTIONS, AND VERIFICATIONS2.8.1 Daily Report2.8.2 Compressive Strength2.8.3 Expansion2.8.4 Set Time2.8.5 FluidityPART 3 EXECUTION3.1 PAVEMENT INSPECTION3.2 DRILLING HOLES FOR GROUT INJECTION3.3 WASH HOLES3.4 JACKING3

6、.5 RAISING OF SLABS3.6 SEALING OF INJECTION HOLES3.7 PLAN GRADE REQUIREMENTS3.8 REPLACING AND REPAIR OF DAMAGED PAVEMENT3.9 PRODUCTION SAMPLING AND TESTING3.9.1 Aggregates3.9.2 Field Test Specimens3.10 PROTECTION OF PAVEMENT3.11 ACCEPTANCE OF WORK- End of Section Table of Contents -SECTION 32 01 29.

7、62 Page 2Provided by IHSNot for ResaleNo reproduction or networking permitted without license from IHS-,-,-*USACE / NAVFAC / AFCESA / NASA UFGS-32 01 29.62 (August 2008)-Preparing Activity: USACE SupersedingUFGS-32 01 29.62 (April 2006)UNIFIED FACILITIES GUIDE SPECIFICATIONSReferences are in agreeme

8、nt with UMRL dated July 2008*SECTION 32 01 29.62SLABJACKING RIGID PAVEMENTS08/08*NOTE: This guide specification covers the requirements for slabjacking rigid pavements for roads, streets, parking areas, airfield and other general applications.Edit this guide specification for project specific requir

9、ements 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

10、 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).*PART 1 GENERAL1.1 UNIT P

11、RICES*NOTE: Delete paragraphs MEASUREMENT and PAYMENT when lump sum bidding is used.*1.1.1 MeasurementAccurately measure the dry materials by weight or volume if delivered in bulk or packaged in uniform volume sacks. Batche the water through a meter or scale with a totalizer for the days consumption

12、. Make these measurements under the supervision of the Contracting Officer. Submit weigh bills for cement and sand after slabjacking operations are completed, SECTION 32 01 29.62 Page 3Provided by IHSNot for ResaleNo reproduction or networking permitted without license from IHS-,-,-to validate mix p

13、roportions used.1.1.1.1 Quantity of Portland Cement GroutThe quantity of portland cement grout to be paid for will be that actually used in the accepted work.1.1.1.2 Quantity of Portland CementThe quantity of portland cement to be paid for will be accurately measured by weight.1.1.1.3 Number of Hole

14、sThe quantity of holes to be paid for will be the number of holes actually drilled to accomplish the work specified, and as shown on the drawings.1.1.1.4 Broken SlabsRepair or replacement of concrete slabs broken due to jacking shall not be measured for payment. Furnish all labor, equipment, tools,

15、and materials necessary to repair or replace broken concrete pavement at no cost to the Government.1.1.2 Payment1.1.2.1 Portland Cement Unit PriceThe quantity of portland cement, measured as specified, will be paid for at the contract unit price for portland cement. The unit price for portland cemen

16、t will include full compensation for furnishing labor, grout materials, and tools and equipment; for furnishing, loading and unloading, storing, hauling and handling grout ingredients; for mixing and pumping grout; and for furnishing of manufacturers test report for each lot of cement. All of the ab

17、ove will be considered in the unit price per kg hundred weight of portland cement.1.1.2.2 Drilled HolesThe quantity of holes determined as specified, will be paid for at the contract unit price for Drilled Holes, which will include full compensation for furnishing all labor, equipment, tools, materi

18、als, and for filling of holes.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 listed in this paragraph by organization, designation, date, and title.Use the R

19、eference 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 SECTION 32 01 29.62 Page 4Provided by IHSNot for ResaleNo reproduction

20、 or networking permitted without license from IHS-,-,-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 s

21、pecification to the extent referenced. The publications are referred to within the text by the basic designation only.ASTM INTERNATIONAL (ASTM)ASTM C 136 (2006) Standard Test Method for Sieve Analysis of Fine and Coarse AggregatesASTM C 142 (1997; R 2004) Standard Test Method for Clay Lumps and Fria

22、ble Particles in AggregatesASTM C 150 (2007) Standard Specification for Portland CementASTM C 266 (2007) Standard Test Method for Time of Setting of Hydraulic-Cement Paste by Gillmore NeedlesASTM C 31/C 31M (2008) Standard Practice for Making and Curing Concrete Test Specimens in the FieldASTM C 39/

23、C 39M (2005e1) Standard Test Method for Compressive Strength of Cylindrical Concrete SpecimensASTM C 494/C 494M (2008) Standard Specification for Chemical Admixtures for ConcreteASTM C 618 (2008) Standard Specification for Coal Fly Ash and Raw or Calcined Natural Pozzolan for Use in ConcreteASTM C 9

24、37 (2002) Grout Fluidifier for Preplaced-Aggregate ConcreteASTM C 939 (2002) Flow of Grout for Preplaced-Aggregate Concrete (Flow Cone Method)ASTM C 940 (1998a; R 2003) Expansion and Bleeding of Freshly Mixed Grouts for Preplaced-Aggregate Concrete in the LaboratoryASTM C 953 (2006) Time of Setting

25、of Grouts for Preplaced-Aggregate Concrete in the LaboratorySECTION 32 01 29.62 Page 5Provided by IHSNot for ResaleNo reproduction or networking permitted without license from IHS-,-,-U.S. ARMY CORPS OF ENGINEERS (USACE)COE CRD-C 100 (1975) Method of Sampling Concrete Aggregate and Aggregate Sources

26、, and Selection of Material for TestingCOE CRD-C 400 (1963) Requirements for Water for Use in Mixing or Curing Concrete1.3 SYSTEM DESCRIPTION1.3.1 EquipmentFurnish all equipment, tools, and other apparatus necessary for the proper construction and acceptable completion of the work specified under th

27、is contract. The equipment shall be approved by the Contracting Officer prior to starting the work, and maintained in good working condition by the Contractor during the progress of the work.1.3.2 Grout Plant*NOTE: When the use of limestone dust grouts is approved, a paddle type mixer may be substit

28、uted for the high speed colloidal mixer.*Provide a grout plant consisting of a positive displacement grout injection pump capable of applying up to 1.72 MPa 250 psi pressure, a high speed colloidal mixing machine, and a grout return system. Produce the colloidal grout by mixing in a colloidal mill c

29、onnected to the cone-shaped bottom of a cylindrical drum. Operate the colloidal mill between 800 and 2,000 RPM, creating a high shearing action and subsequent pressure release to make a homogeneous mixture. Provide an injection system capable of continuously pumping grout at rates as low as 5.68 lit

30、ers 1-1/2 gallons per minute and equipped with pressure monitoring devices and a quick action valving system that can be closed instantly and provide for the grout to be recirculated through the system.1.3.3 Water TankerIf water tanks and metered pumps are not an integral part of the plant, supply a

31、 water truck equipped with a metered pump for delivery to the grout plant.1.3.4 DrillingProvide an air compressor and rock drill or other device capable of drilling the grout injection holes through the pavement and base material. Keep the equipment in good condition. The holes shall be vertical and

32、 round. Down-feed pressure, whether by hand or mechanical means, not exceeding 1.38 MPa 200 psi. Drill holes to prevent breakout at the bottom of the pavement.1.3.5 Flow ConeProvide a flow cone, with necessary components and conforming to the dimensions and other measurements of ASTM C 939, so that

33、the consistency of the mixture can be determined.SECTION 32 01 29.62 Page 6Provided by IHSNot for ResaleNo reproduction or networking permitted without license from IHS-,-,-1.3.6 MiscellaneousProvide all necessary hoses; valving, valve manifolds, and positive cut-off and bypass provisions to control

34、 pressure and volume; pressure gauges with gauge protectors; expanding packers for positive seal grout injection; wood plugs; hole washing tools; and drill steel and bits.1.4 SUBMITTALS*NOTE: Review submittal description (SD) definitions in Section 01 33 00 SUBMITTAL PROCEDURES and edit the followin

35、g 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 a “G”. Only delete an exi

36、sting “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 code of up to three chara

37、cters 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 organization in the District Off

38、ice); “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.Choose the first bracketed item for Navy, Air Force and NASA projects, or choose the second bracketed item for Army projects.*Gover

39、nment 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 following the “G“ designation identifies the office that will review the submittal for the Government. Sub

40、mit the following in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:SD-03 Product DataGrout MixtureCertified mix designs for each type of concrete, grout, or blended material including a complete list of ingredients, admixtures, and set time. The mix shall have been successfully tested to mee

41、t specification requirements. List of proposed SECTION 32 01 29.62 Page 7Provided by IHSNot for ResaleNo reproduction or networking permitted without license from IHS-,-,-equipment to be used in performance of construction work, including descriptive data.SD-06 Test ReportsProduction Sampling and Te

42、stingTests, Inspections, and VerificationsCertified copies of test reports for aggregates, cement, and fly ash, not less than 30 _ days before the material is required in the work and daily during construction. Certified reports of inspections and laboratory tests, including analysis and interpretat

43、ion of test results. Properly identify each report by contract number, location, quantity of material placed, and timed events of milestones. Describe test methods used and compliance with specified standards.SD-07 CertificatesGrout MixtureEquipmentThe material suppliers or equipment manufacturers s

44、tatement that the supplied material or equipment meets specified requirements. Each certificate shall be signed by an official authorized to certify in behalf of material supplier or product manufacturer identifying quantity and date of shipment or delivery to which the certificates apply.1.5 QUALIT

45、Y ASSURANCE1.5.1 Bench MarksElevations of bench marks used by the Contractor for grade control at the site of the work will shall be determined, established, and maintained by the Government Contractor.1.5.2 Testing FacilitiesPerform tests using an approved commercial testing laboratory or at facilities furnished by the Contractor. Work requiring testing will not be permitted