ARMY UFGS-32 01 17-2008 COLD-MIX RECYCLING《冷拌再生处理》.pdf

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1、*USACE / NAVFAC / AFCESA / NASA UFGS-32 01 17 (August 2008)-Preparing Activity: USACE SupersedingUFGS-32 01 17 (April 2006)UNIFIED FACILITIES GUIDE SPECIFICATIONSReferences are in agreement with UMRL dated July 2008*SECTION TABLE OF CONTENTSDIVISION 32 - EXTERIOR IMPROVEMENTSSECTION 32 01 17COLD-MIX

2、 RECYCLING08/08PART 1 GENERAL1.1 UNIT PRICE1.1.1 Measurement1.1.2 Payment1.2 REFERENCES1.3 SYSTEM DESCRIPTION1.3.1 General1.3.2 Central Plant Mixing1.3.3 In-Place Mixing1.3.4 Straightedge1.4 SUBMITTALS1.5 QUALITY ASSURANCE1.5.1 Sampling and Testing1.5.2 Samples1.5.3 Sampling and Testing During Const

3、ruction1.6 ENVIRONMENTAL REQUIREMENTSPART 2 PRODUCTS2.1 RECYCLABLE ASPHALT PAVEMENT (RAP)2.2 AGGREGATES2.2.1 Coarse Aggregate2.2.2 Fine Aggregate2.2.3 Mineral Filler2.3 ASPHALT CEMENT2.4 WATER2.5 RECYCLING AGENT2.6 JOB-MIX FORMULA (JMF)2.6.1 Gradation Tolerances2.6.2 Asphalt Content2.6.3 Water Conte

4、ntPART 3 EXECUTION3.1 CONDITION OF EXISTING SURFACESECTION 32 01 17 Page 1Provided by IHSNot for Resale-,-,-3.2 CONSTRUCTION METHODS3.2.1 Central Plant Mixing3.2.2 Test Section3.2.3 In-Place-Mixing3.3 PLACEMENT3.3.1 Spreaders3.3.2 Placement with a Paver3.3.3 Layer Thickness and Curing3.3.4 Windrows3

5、.4 COMPACTION OF MIXTURE3.4.1 Operation of Rollers and Tampers3.4.2 Correcting Deficient Areas3.5 JOINTS3.5.1 Transverse Joints3.5.2 Longitudinal Joints3.6 EDGES OF PAVEMENT3.7 TRAFFICKING3.8 ACCEPTABILITY OF WORK3.8.1 Testing3.8.1.1 Mixture Properties3.8.1.2 Density Testing3.8.1.3 Grade Conformance

6、3.8.1.4 Surface Smoothness3.8.2 Material Samples- End of Section Table of Contents -SECTION 32 01 17 Page 2Provided by IHSNot for Resale-,-,-*USACE / NAVFAC / AFCESA / NASA UFGS-32 01 17 (August 2008)-Preparing Activity: USACE SupersedingUFGS-32 01 17 (April 2006)UNIFIED FACILITIES GUIDE SPECIFICATI

7、ONSReferences are in agreement with UMRL dated July 2008*SECTION 32 01 17COLD-MIX RECYCLING08/08*NOTE: This guide specification covers the requirements for recycled cold-mix asphalt concrete.Edit this guide specification for project specific requirements by adding, deleting, or revising text. For br

8、acketed 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 and should be directed to the technical proponent o

9、f 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 PRICE*NOTE: This paragraph will be deleted if the wor

10、k is included in one lump-sum contract price for the entire work covered by the invitation for bids. This paragraph may be revised to combine the payment for cold-mix recycled mixture, rejuvenator (if needed), and emulsified asphalt cement, when separate payment for emulsified asphalt cement materia

11、l is not considered warranted based on local experience and job conditions. Lump-sum contracts can be used when the total job does not exceed 16,800 square meters (20,000 square yards) or 1000 metric tons (tons).*SECTION 32 01 17 Page 3Provided by IHSNot for ResaleNo reproduction or networking permi

12、tted without license from IHS1.1.1 Measurement*NOTE: Where inplace mixing is used, measurement will be in square meters (yards) of accepted work.*Cold-mix recycling paid for will be the number of metric tons tons squaremeters yards used in the accepted work. Aggregates will be paid for by the number

13、 of metric tons tons square meters yards used in the accepted work. The recycling agent will be paid for by the number of liters gallons metric 2000-pound tons of material used in accepted work. The emulsified asphalt cement will be paid for by the number of liters gallons metric 2000-pound tons of

14、material used in accepted work. Determine the number of liters gallons of emulsified asphalt cement used either by measuring the material at a temperature of 15.6 degrees C 60 degrees F or by correcting the amount measured at another temperature to liters gallons at 15.6 degrees C 60 degrees F, usin

15、g a coefficient of expansion of 0.00045 per degree C 0.00025 per degree F for the emulsified asphalt.1.1.2 PaymentThe quantities of recycled paving mixture, aggregates, recycling agent, and emulsified asphalt cement, determined as provided above, will be paid for at respective contract unit prices p

16、er metric ton ton square meter yard for paving mixture and aggregates and per liter gallon metric ton ton for recycling agent and emulsified asphalt cement. If deficiencies in the finished product exceed specified tolerances, no payment will be made for such areas of pavement until the defective are

17、as are corrected and accepted by the Contracting Officer.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

18、, date, and title.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 Reference feature to update the issue dates.References not used in the

19、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 referenced. The publications are referred to within the text by the ba

20、sic designation only.SECTION 32 01 17 Page 4Provided by IHSNot for Resale-,-,-ASTM INTERNATIONAL (ASTM)ASTM C 117 (2004) Standard Test Method for Materials Finer than 75-um (No. 200) Sieve in Mineral Aggregates by WashingASTM C 131 (2006)Standard Test Method for Resistance to Degradation of Small-Si

21、ze 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 29/C 29M (2007) Standard Test Method for Bulk Density (“Unit Weight“) and Voids in AggregateASTM C 88 (2005) Standard Test Method for Sou

22、ndness of Aggregates by Use of Sodium Sulfate or Magnesium SulfateASTM D 140 (2001; R 2007) Sampling Bituminous MaterialsASTM D 1556 (2007) Density and Unit Weight of Soil in Place by the Sand-Cone MethodASTM D 2041 (2003a) Theoretical Maximum Specific Gravity and Density of Bituminous Paving Mixtur

23、esASTM D 2172 (2005) Quantitative Extraction of Bitumen from Bituminous Paving MixturesASTM D 2216 (2005) Laboratory Determination of Water (Moisture) Content of Soil and Rock by MassASTM D 2397 (2005) Standard Specification for Cationic Emulsified AsphaltASTM D 242 (2004) Mineral Filler for Bitumin

24、ous Paving MixturesASTM D 422 (1963; R 2007) Particle-Size Analysis of SoilsASTM D 4643 (2008) Determination of Water (Moisture) Content of Soil by the Microwave Oven MethodASTM D 4791 (2005e1) Flat Particles, Elongated Particles, or Flat and Elongated Particles in Coarse AggregateASTM D 4944 (2004)

25、 Field Determination of Water (Moisture) Content of Soil by the Calcium Carbide Gas Pressure Tester MethodSECTION 32 01 17 Page 5Provided by IHSNot for Resale-,-,-ASTM D 4959 (2007) Determination of Water (Moisture) Content of Soil by Direct HeatingASTM D 6938 (2007a) Standard Test Method for In-Pla

26、ce Density and Water Content of Soil and Soil-Aggregate by Nuclear Methods (Shallow Depth)ASTM D 75 (2003) Standard Practice for Sampling AggregatesASTM D 977 (2005) Emulsified AsphaltU.S. ARMY CORPS OF ENGINEERS (USACE)COE CRD-C 649 (1995) Standard Test Method for Unit Weight, Marshall Stability, a

27、nd Flow of Bituminous MixturesCOE CRD-C 650 (1995) Standard Test Method for Density and Percent Voids of Compacted Bituminous Paving Mixtures1.3 SYSTEM DESCRIPTION1.3.1 GeneralAllow the Contracting Officer access, at any time, to all equipment used to produce the cold-recycled mixture; this can invo

28、lve checking the adequacy of the equipment used, inspecting the operation of the equipment, and verifying weights, mixture proportions, and the character and physical properties of the materials used for construction. Plant, machines, tools, and miscellaneous equipment to be used on the production a

29、nd placement of the cold recycled mixture shall be approved by the Contracting Officer. Tentative approval of specific items will be made only after adequacy of the plant, machines, tools, and miscellaneous equipment has been demonstrated in full-scale production.1.3.2 Central Plant Mixing*NOTE: Thi

30、s paragraph and paragraph In-Place Mixing should be left in only when it is desired to give the Contractor a choice between central plant mix and in-place methods.*Provide a mixing plant designed, coordinated, operated to produce mixture within the JMF, and capable of producing recycled mixture at a

31、 minimum rate of 136 _ Mg 150 _ tons per hour. The plant shall be equipped with positive means to control the amount of asphalt, water, and time of mixing.1.3.3 In-Place MixingEquipment used for in-place mixing construction shall be designed, coordinated, and maintained to produce mixture within the

32、 JMF. The mixing equipment used shall be equipped with positive means to control the amount of asphalt and water added and shall be capable of producing a homogeneous SECTION 32 01 17 Page 6Provided by IHSNot for ResaleNo reproduction or networking permitted without license from IHSmixture.1.3.4 Str

33、aightedgeFurnish and maintain at the site, in good condition, one 3.66 meter 12 foot straightedge for each mechanical spreader. Make straightedges available for Government use. Straightedges shall be constructed of aluminum or other lightweight metal with blades of box or box-girder cross section, w

34、ith flat bottom reinforced to insure rigidity and accuracy. Straightedges shall have handles to facilitate movement on pavement.1.4 SUBMITTALS*NOTE: Review submittal description (SD) definitions in Section 01 33 00 SUBMITTAL PROCEDURES and edit the following list to reflect only the submittals requi

35、red 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 existing “G” if the submittal item is not comp

36、lex 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 within the submittal tags may be used

37、 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); “AO“ for Area Office; “RO“ for Reside

38、nt 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.*Government approval is required for submittals w

39、ith 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. Submit the following in accordance with Sectio

40、n 01 33 00 SUBMITTAL PROCEDURES:SD-03 Product DataAggregatesAsphalt CementRecycling AgentSECTION 32 01 17 Page 7Provided by IHSNot for Resale-,-,-Notification on sources from which aggregates, emulsified asphalt cement (bituminous materials), and recycling agent are to be obtained within 15 days aft

41、er contract award.Job-Mix Formula (JMF); G; G, _The Job-Mix Formula (JMF) after the award of the contract and at least 30 _ days prior to placement of recycled mixture.SD-04 SamplesSamplesSamples from the existing pavement obtained from at least two locations to provide representative samples of the

42、 pavement.Cold Recycled MixturesA 50 kg 100 lb sample of each aggregate, a 100 kg 200 lb representative sample of the recyclable asphalt pavement, a 20 L 5 gallon sample of recycling agent, and a 20 L 5 gallon sample of emulsified asphalt cement for mix design, not less than 30 _ days before materia

43、l is required in the work.SD-06 Test ReportsTestingCopies of test results within 24 hours of completion of tests. Copies of test reports for aggregate source, not less than 30 _ days before the material is required in the work. Certified copies of the emulsified asphalt cement and/or recycling agent

44、 manufacturers test reports indicating compliance with applicable specified requirements, not less than 30 _ days before material is required in the work.1.5 QUALITY ASSURANCE1.5.1 Sampling and TestingPerform sampling and testing by using a commercial testing laboratory or Contractor facilities, upon approval by the Contracting Officer. No work requiring testing will be permitted until the testing facilities have been inspected and approved. The first inspection will be at the expense of the Government. Cost incurred by the Governme