ARMY UFGS-32 13 16 16-2008 ROLLER COMPACTED CONCRETE (RCC) PAVEMENT《碾压混凝土(RCC)路面》.pdf

1、*USACE / NAVFAC / AFCESA / NASA UFGS-32 13 16.16 (November 2008)-Preparing Activity: USACE SupersedingUFGS-32 13 16.16 (July 2007)UNIFIED FACILITIES GUIDE SPECIFICATIONSReferences are in agreement with UMRL dated October 2008*SECTION TABLE OF CONTENTSDIVISION 32 - EXTERIOR IMPROVEMENTSSECTION 32 13

2、16.16ROLLER COMPACTED CONCRETE (RCC) PAVEMENT11/08PART 1 GENERAL1.1 MEASUREMENT AND PAYMENT PROCEDURES1.1.1 Concrete Quantity1.1.1.1 Measurement of Concrete Quantity1.1.1.2 Payment for Concrete Quantity1.1.2 Cement Quantity1.1.2.1 Measurement of Cement Quantity1.1.2.2 Payment for Cement Quantity1.1.

3、3 Pozzolan Quantity1.1.3.1 Measurement of Pozzolan Quantity1.1.3.2 Payment for Pozzolan Quantity1.1.4 Ground Granulated Blast Furnace Slag (GGBFS)1.1.4.1 Measurement of GGBFS Quantity1.1.4.2 Payment for GGBFS Quantity1.1.5 Portland-Pozzolan Cement1.1.5.1 Measurement of Portland-Pozzolan Cement Quant

4、ity1.1.5.2 Payment for Portland-Pozzolan Cement1.1.6 RCC Lump Sum Contract1.2 PAYMENT ADJUSTMENT1.2.1 General Considerations1.2.2 Percent Payment/Acceptance of Lots1.2.3 Density1.2.3.1 Field Density1.2.3.2 Target Density1.2.3.3 Computed Percent Payment for Density1.2.4 Surface Smoothness1.2.5 Thickn

5、ess1.2.6 Surface Texture1.3 REFERENCES1.4 DEFINITIONS1.5 SYSTEM DESCRIPTION1.5.1 General Requirements1.5.2 Batching and Mixing Plant1.5.2.1 Location of Plant1.5.2.2 Type of PlantSECTION 32 13 16.16 Page 1Provided by IHSNot for ResaleNo reproduction or networking permitted without license from IHS-,-

6、,-1.5.2.3 Cementitious Material Feed Unit1.5.2.4 Aggregate Bins1.5.2.5 Water Control Units1.5.2.6 Batching or Feeding Tolerances1.5.2.7 Additional Requirements for Batch-Type Mixing Plants1.5.2.8 Additional Requirements for Continuous-Mixing Plants1.6 SUBMITTALS1.7 QUALITY ASSURANCE1.7.1 Sampling an

7、d Testing1.7.2 Allowable Variations1.8 DELIVERY, STORAGE, AND HANDLING1.8.1 Bulk Cementitious Materials1.8.1.1 Transporting Cementitious Materials1.8.1.2 Storage of Cementitious Materials1.8.2 Aggregate Materials1.8.2.1 Storage1.8.2.2 HandlingPART 2 PRODUCTS2.1 MATERIAL SOURCES2.1.1 Aggregate Source

8、s2.1.2 Portland Cement Source2.1.3 Aggregate Samples2.1.4 Pozzolan Source2.1.5 Ground Granulated Blast Furnace Slag Source2.2 CEMENTITIOUS MATERIALS2.2.1 Portland Cement2.2.2 Pozzolan2.2.3 Portland-Pozzolan Cement2.2.4 Ground Granulated Blast Furnace Slag2.3 WATER2.4 CURING MATERIALS2.5 AGGREGATES2.

9、5.1 Coarse Aggregate2.5.2 Fine Aggregate2.5.2.1 General Requirements2.5.2.2 Blending Material2.5.3 Alkali-Silica Reactivity2.5.3.1 Class F Flyash Option2.5.3.2 GGBF Option2.5.4 Aggregate Gradation2.5.4.1 Initial Combined Aggregate Grading Limits2.5.4.2 Base Aggregate Grading Limits2.6 ADMIXTURES2.7

10、EQUIPMENT2.7.1 Paver Requirements2.7.2 Paver Control2.7.3 Compaction Equipment2.7.3.1 Vibratory Rollers2.7.3.2 Rubber-Tired Roller2.7.3.3 Finish Roller2.7.3.4 Other Compaction Equipment2.7.4 Straightedge2.7.5 Nuclear Density Gauge2.7.6 Curing Equipment2.8 MIXTURE PROPORTIONING2.8.1 Laboratory and St

11、aff Qualifications2.8.2 CompositionSECTION 32 13 16.16 Page 2Provided by IHSNot for ResaleNo reproduction or networking permitted without license from IHS-,-,-2.8.3 Criteria for Mixture Proportions2.8.4 Mix Design ProcedurePART 3 EXECUTION3.1 PRE-PLACEMENT ACTIONS3.1.1 Calibration Block for the Nucl

12、ear Density Gauge3.1.2 Test Strips3.1.3 Test Section3.1.4 Subgrade Preparation3.1.5 Grade Control3.2 TRANSPORTING AND PLACING METHODS3.3 BATCHING AND MIXING3.3.1 Mixing3.3.2 Water Content3.3.3 Mixture Uniformity Testing3.3.3.1 Mixer Performance Test3.3.3.2 Process Uniformity Test3.4 PLACING AND SPRE

13、ADING3.4.1 Placing3.4.2 Placing Adjacent Lanes3.4.3 Special Requirements for Placing Lanes Succeeding Initial Lanes3.4.4 Handwork3.4.5 Placing Odd-Shaped Areas3.4.6 Placing During Cold Weather3.4.7 Placing During Hot Weather3.5 COMPACTION3.5.1 Timing3.5.2 Initial Rolling3.5.3 Deficiency Evaluation3.

14、5.4 Vibratory Rolling and Testing3.5.5 Final Rolling3.5.6 Operation of Rollers and Tampers3.5.7 Rolling Pattern3.6 JOINTS3.6.1 Longitudinal Construction Joints3.6.2 Transverse Construction Joints3.6.3 Joints in Multilift Construction3.6.4 Slip Joints3.6.5 Sawing of Contraction Joints3.6.6 Routing Cr

15、acks3.6.7 Sealing Joints and Cracks3.7 CURING AND PROTECTION3.7.1 General3.7.2 Membrane Curing3.7.3 Burlap3.7.4 Protection of Pavement3.8 TREATMENT OF DEFECTIVE PAVEMENT3.8.1 Pavement Removal and Replacement3.8.2 Cracks in Pavement3.8.3 Mix Proportion Variations3.8.4 Voids3.8.5 Grade Variations3.9 C

16、ONTRACTOR QUALITY CONTROL3.9.1 Contractor Quality Control Staff3.9.2 Laboratory Accreditation3.9.3 Reports3.9.4 Lots and Sublots3.9.5 Additional Sampling and TestingSECTION 32 13 16.16 Page 3Provided by IHSNot for ResaleNo reproduction or networking permitted without license from IHS-,-,-3.9.6 Testi

17、ng and Evaluation3.9.7 Calibration of Mixing Plant3.9.8 Field Density Testing3.9.9 Concrete Strength3.9.10 Surface-Smoothness Determination (Straightedge Testing)3.9.11 Surface Texture3.9.12 Determine Pavement Thickness3.9.13 Inspection During Placing3.10 APPENDIX A3.11 Appendix B3.12 APPENDIX C- En

18、d of Section Table of Contents -SECTION 32 13 16.16 Page 4Provided by IHSNot for ResaleNo reproduction or networking permitted without license from IHS-,-,-*USACE / NAVFAC / AFCESA / NASA UFGS-32 13 16.16 (November 2008)-Preparing Activity: USACE SupersedingUFGS-32 13 16.16 (July 2007)UNIFIED FACILI

19、TIES GUIDE SPECIFICATIONSReferences are in agreement with UMRL dated October 2008*SECTION 32 13 16.16ROLLER COMPACTED CONCRETE (RCC) PAVEMENT11/08*NOTE: This guide specification covers the requirements for roller compacted concrete (RCC) pavements for airfields, roads, streets, parking areas, repair

20、 yards, open-storage areas, and other utility grade pavements.Edit this guide specification for project specific requirements by adding, deleting, or revising text. For bracketed items, choose applicable item(s) or insert appropriate information.Remove information and requirements not required in re

21、spective 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 organization designation and telephone number, is on the I

22、nternet.Recommended changes to a UFGS should be submitted as a Criteria Change Request (CCR).*PART 1 GENERAL*NOTE: In preparing contract specifications for RCC pavement construction, the Contracting Officer will use Appendix D of UFC 3-250-04FA for further guidance.Insert name and location of projec

23、t. Specification should be tailored for the specific site conditions, available materials, design requirements and construction practices.*SECTION 32 13 16.16 Page 5Provided by IHSNot for ResaleNo reproduction or networking permitted without license from IHS-,-,-1.1 MEASUREMENT AND PAYMENT PROCEDURE

24、S*NOTE: The Designer must carefully correlate and edit the bid items, measurement and payment paragraphs, and all the technical paragraphs so use of Portland cement, pozzolan, Portland-pozzolan cement, and ground granulated blast furnace slag will be well coordinated. Do not permit use of ground sla

25、g with pozzolan or Portland-pozzolan cement. Either use no separate pozzolan or use only a reduced amount if Portland-pozzolan cement is used.Unit price bid items are recommended when the quantity of RCC and or the quantity of cementitious materials is not known or likely to be variable. If the quan

26、tity could range beyond 15 percent of the bid item, split bid items should be used. If quantities are known at the time of bidding, lump sum bid items are recommended.*1.1.1 Concrete Quantity1.1.1.1 Measurement of Concrete QuantityThe quantity of concrete to be paid for will be the number of cubic m

27、eters yards, rounded to the nearest tenth of a cubic meter yard, placed in the completed and accepted pavements, including the accepted test section. Payment will not be made for wasted concrete, for concrete used for the convenience of the Contractor, or for concrete outside the neat lines shown on

28、 the drawing. Concrete will be measured in the completed and accepted pavements in accordance with the dimensions shown in the plan and cross section. No deductions will be made for rounded or beveled edges or the space occupied by pavement reinforcement, dowel bars, tie bars, or electrical conduits

29、, nor for any void, drainage, or other structure extending into or through the pavement slab measuring 1 cubic meter 3 cubic feet or less in volume. No other allowance for concrete will be made unless placed in specified locations in accordance with written instructions previously issued by the Cont

30、racting Officer.1.1.1.2 Payment for Concrete QuantityThe quantity of concrete measured as specified above, will be paid for at the contract unit price when placed in completed and accepted pavements or, where appropriate, at reduced prices adjusted in accordance with paragraph PAYMENT ADJUSTMENT. Th

31、e unit price will include the cost of labor and materials and the use of equipment and tools required to complete the work, except the cement, pozzolan, or ground granulated blast furnace slag that is specified for separate payment.1.1.2 Cement Quantity1.1.2.1 Measurement of Cement QuantityThe quant

32、ity of cement to be paid for will be the number of metric tons tons of cement used in the completed and accepted pavements. Payment will not be made for wasted cement or for cement used for the convenience of the Contractor. The quantity to be paid for will be determined by multiplying SECTION 32 13

33、 16.16 Page 6Provided by IHSNot for ResaleNo reproduction or networking permitted without license from IHS-,-,-the weight in kg pounds of cement required by the mixture proportions per cubic m yard by the number of cubic m yards of the various mixtures placed and measured for payment, then dividing

34、by 10002000 and rounding off to the nearest tenth of a metric ton ton.1.1.2.2 Payment for Cement QuantityThe quantity of cement, determined as specified above, will be paid for at the contract unit price, which includes all costs of handling, hauling, and storage at the site. Adjustment in unit pric

35、e because of requirements of paragraph PAYMENT ADJUSTMENT will not be made in the payment for Portland cement.1.1.3 Pozzolan Quantity*NOTE: This specification requires that pozzolan be used for all applications unless special circumstances exist. If pozzolan must be eliminated because it is not loca

36、lly and readily available or the available quality is unacceptable, remove this paragraph and all further reference to the material.*1.1.3.1 Measurement of Pozzolan QuantityThe quantity of pozzolan paid for will be the number of metric tons tons used as a cementitious material in the completed and a

37、ccepted pavements. Payment will not be made for wasted pozzolan or for pozzolan used for the convenience of the Contractor. The quantity to be paid for will be determined by multiplying the weight in kg/cubic meter pounds/cubic yard of pozzolan used as a cementitious material, and required by the mi

38、xture proportions by the number of cubic m yards of the various mixtures placed and measured for payment, then dividing by 1000 2000 and rounding off to the nearest tenth of a metric ton ton. Payment will not be made for pozzolan used strictly as a Contractors option to compensate for lack of fines

39、in the aggregate.1.1.3.2 Payment for Pozzolan QuantityThe quantity of pozzolan, determined as specified above, will be paid for at the contract unit price, which includes costs of delivery, handling, and storage at the site. Adjustment in unit price because of requirements of paragraph PAYMENT ADJUS

40、TMENT will not be made in the payment for pozzolan.1.1.4 Ground Granulated Blast Furnace Slag (GGBFS)*NOTE: If ground granulated blast furnace slag is not locally and readily available, remove this paragraph and all further reference to the material.*1.1.4.1 Measurement of GGBFS QuantityThe quantity

41、 of GGBFS to be paid for will be the number of metric tons tons of GGBFS used in the completed and accepted pavements. Payment will not be made for wasted ground iron blast furnace slag or for GGBFS used for the convenience of the Contractor. The quantity to be paid for will be SECTION 32 13 16.16 P

42、age 7Provided by IHSNot for ResaleNo reproduction or networking permitted without license from IHS-,-,-determined by multiplying the weight in kg pounds of GGBFS required by the mixture proportions per cubic meter yard by the number of cubic meters yardsof the various mixtures placed and measured fo

43、r payment and then dividing by 1,000 2,000 and rounding off to the nearest tenth of a metric ton ton.1.1.4.2 Payment for GGBFS QuantityThe quantity of GGBFS, determined as specified above, will be paid for at the contract unit price, which includes costs of handling, hauling, and storage at the site

44、. Adjustment in unit price because of requirements of paragraph PAYMENT ADJUSTMENT will not be made in the payment for GGBFS.1.1.5 Portland-Pozzolan Cement*NOTE: If Portland-Pozzolan cement is not locally and readily available, remove this paragraph and all further references to the material.*1.1.5.1 Measurement of Portland-Pozzolan Cement QuantityThe quantity of Portland-pozzolan cement to be paid for will be the number of metric tons tons of Portland