ARMY UFGS-32 15 00-2008 AGGREGATE SURFACE COURSE《集料表面层》.pdf

1、*USACE / NAVFAC / AFCESA / NASA UFGS-32 15 00 (April 2008)-Preparing Activity: USACE SupersedingUFGS-32 15 00 (April 2006)UNIFIED FACILITIES GUIDE SPECIFICATIONSReferences are in agreement with UMRL dated March 2008*SECTION TABLE OF CONTENTSDIVISION 32 - EXTERIOR IMPROVEMENTSSECTION 32 15 00AGGREGAT

2、E SURFACE COURSE04/08PART 1 GENERAL1.1 REFERENCES1.2 UNIT PRICES1.2.1 Measurement1.2.2 Payment1.3 SUBMITTALS1.4 QUALITY ASSURANCE1.4.1 Sampling1.4.2 Testing1.4.2.1 Gradation1.4.2.2 Liquid Limit and Plasticity Index1.4.3 Approval of Materials1.4.4 Equipment1.5 ENVIRONMENTAL REQUIREMENTSPART 2 PRODUCT

3、S2.1 AGGREGATES2.1.1 Coarse Aggregates2.1.2 Fine Aggregates2.1.3 Gradation Requirements2.2 LIQUID LIMIT AND PLASTICITY INDEX REQUIREMENTSPART 3 EXECUTION3.1 OPERATION OF AGGREGATE SOURCES3.2 STOCKPILING MATERIALS3.3 COMPACTION3.4 PREPARATION OF UNDERLYING COURSE SUBGRADE3.5 GRADE CONTROL3.6 MIXING A

4、ND PLACING MATERIALS3.7 LAYER THICKNESS3.8 PROOF ROLLING3.9 EDGES OF AGGREGATE-SURFACED ROAD3.10 SMOOTHNESS TESTSECTION 32 15 00 Page 1Provided by IHSNot for ResaleNo reproduction or networking permitted without license from IHS-,-,-3.11 THICKNESS CONTROL3.12 DENSITY TESTS3.13 WEAR TEST3.14 MAINTENA

5、NCE- End of Section Table of Contents -SECTION 32 15 00 Page 2Provided by IHSNot for ResaleNo reproduction or networking permitted without license from IHS-,-,-*USACE / NAVFAC / AFCESA / NASA UFGS-32 15 00 (April 2008)-Preparing Activity: USACE SupersedingUFGS-32 15 00 (April 2006)UNIFIED FACILITIES

6、 GUIDE SPECIFICATIONSReferences are in agreement with UMRL dated March 2008*SECTION 32 15 00AGGREGATE SURFACE COURSE04/08*NOTE: This guide specification covers the requirements for aggregate surfacing for roads, streets, and parking areas.Edit this guide specification for project specific requiremen

7、ts 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 and

8、 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 REFERENCES

9、*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 Reference Wizards Check Reference feature whe

10、n 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 15 00 Page 3Provided by IHSNot for ResaleNo reproduction or networking permitted without license from I

11、HS-,-,-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 referenced. The publ

12、ications are referred to within the text by the basic designation only.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-Size Coar

13、se Aggregate by Abrasion and Impact in the Los Angeles MachineASTM C 136 (2006) Standard Test Method for Sieve Analysis of Fine and Coarse AggregatesASTM D 1556 (2007) Density and Unit Weight of Soil in Place by the Sand-Cone MethodASTM D 1557 (2007) Standard Test Methods for Laboratory Compaction C

14、haracteristics of Soil Using Modified Effort (56,000 ft-lbf/ft3) (2700 kN-m/m3)ASTM D 2167 (1994; R 2001) Density and Unit Weight of Soil in Place by the Rubber Balloon MethodASTM D 3740 (2004a; e1 2007) Minimum Requirements for Agencies Engaged in the Testing and/or Inspection of Soil and Rock as U

15、sed in Engineering Design and ConstructionASTM D 422 (1963; R 2007) Particle-Size Analysis of SoilsASTM D 4318 (2005) Liquid Limit, Plastic Limit, and Plasticity Index of SoilsASTM D 6938 (2007a) Standard Test Method for In-Place Density and Water Content of Soil and Soil-Aggregate by Nuclear Method

16、s (Shallow Depth)ASTM D 75 (2003) Standard Practice for Sampling AggregatesASTM E 11 (2004) Wire Cloth and Sieves for Testing PurposesSECTION 32 15 00 Page 4Provided by IHSNot for ResaleNo reproduction or networking permitted without license from IHS-,-,-1.2 UNIT PRICES*NOTE: Delete this paragraph f

17、or lump-sum construction projects.*1.2.1 MeasurementThe quantity of aggregate surface course completed and accepted as determined by the Contracting Officer shall be measured in square cubic meters yards. The volume of aggregate surface course in place and accepted by the Contracting Officer shall b

18、e determined by the average job thickness obtained in accordance with paragraph THICKNESS CONTROL and the dimensions shown on approved drawings _.1.2.2 PaymentQuantities of aggregate surface course for roads and airfields, as measured above, will be paid for at the respective contract unit prices. P

19、ayment will constitute full compensation for the construction and completion of the aggregate surface course, including furnishing all labor and incidentals necessary to complete the work required by this section.1.3 SUBMITTALS*NOTE: Review submittal description (SD) definitions in Section 01 33 00

20、SUBMITTAL PROCEDURES and edit the following 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 alr

21、eady marked with a “G”. Only delete an existing “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

22、Army projects, a code of up to three characters 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

23、 or other organization in the District Office); “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 seco

24、nd bracketed item for Army projects.SECTION 32 15 00 Page 5Provided by IHSNot for ResaleNo reproduction or networking permitted without license from IHS-,-,-*Government approval is required for submittals with a “G“ designation; submittals not having a “G“ designation are for Contractor Quality Cont

25、rol 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 Section 01 33 00 SUBMITTAL PROCEDURES:SD-03 Product DataEquipmentList of proposed equipment to be use

26、d in performance of construction work including descriptive data.SD-06 Test ReportsSampling and TestingDensity TestsCalibration curves and related test results prior to using the device or equipment being calibrated. Copies of field test results within 24 _ hours after the tests are performed. Test

27、results from samples, not less than 30 _ days before material is required for the work. Results of laboratory tests for quality control purposes, for approval, prior to using the material.1.4 QUALITY ASSURANCE*NOTE: Field density tests and laboratory tests are generally performed at a frequency of o

28、ne set of tests for every 1,000 square meters (yards) of completed area. Other frequency intervals may be specified when conditions warrant. It is important that both field density tests and laboratory tests be conducted on the same materials.*Sampling and testing is the responsibility of the Contra

29、ctor. Sampling and testing shall be performed by an approved commercial testing laboratory or by the Contractor, subject to approval. If the Contractor elects to establish its own testing facilities, approval of such facilities will be based on compliance with ASTM D 3740. No work requiring testing

30、will be permitted until the Contractors facilities have been inspected and approved.1.4.1 SamplingTake samples for material gradation, liquid limit, and plastic limit tests in conformance with ASTM D 75. When deemed necessary, the sampling will be observed by the Contracting Officer.SECTION 32 15 00

31、 Page 6Provided by IHSNot for ResaleNo reproduction or networking permitted without license from IHS-,-,-1.4.2 Testing1.4.2.1 GradationMake aggregate gradation in conformance with ASTM C 117, ASTM C 136, and ASTM D 422. Sieves shall conform to ASTM E 11.1.4.2.2 Liquid Limit and Plasticity IndexDeter

32、mine liquid limit and plasticity index in accordance with ASTM D 4318.1.4.3 Approval of MaterialsSelect the source of the material to be used for producing aggregates _ days prior to the time the material will be required in the work. Approval of sources not already approved by the Corps of Engineer

33、s will be based on an inspection by the Contracting Officer. Tentative approval of materials will be based on appropriate test results on the aggregate source. Final approval of the materials will be based on tests for gradation, liquid limit, and plasticity index performed on samples taken from the

34、 completed and compacted surface course.1.4.4 Equipment*NOTE: If desirable, requirements for types of equipment applicable to methods of construction based on local conditions will be included.*All plant, equipment, and tools used in the performance of the work covered by this section will be subjec

35、t to approval by the Contracting Officer before the work is started and shall be maintained in satisfactory working condition at all times. The equipment shall be adequate and shall have the capability of producing the required compaction, and meeting the grade controls, thickness controls, and smoo

36、thness requirements set forth herein.1.5 ENVIRONMENTAL REQUIREMENTS*NOTE: The first sentence of this paragraph may be deleted in localities where freezing temperatures do not occur.*Aggregate surface courses shall not be constructed when the ambient temperatures is below 2 degrees C 35 degrees F and

37、 on subgrades that are frozen or contain frost. It is the responsibility of the Contractor to protect, by approved method or methods, all areas of surfacing that have not been accepted by the Contracting Officer. Surfaces damaged by freeze, rainfall, or other weather conditions shall be brought to a

38、 satisfactory condition by the Contractor.PART 2 PRODUCTS2.1 AGGREGATES*NOTE: As written, this paragraph applies to general SECTION 32 15 00 Page 7Provided by IHSNot for ResaleNo reproduction or networking permitted without license from IHS-,-,-conditions. Other materials such as disintegrated grani

39、te, volcanic ash or cinders, limerock, and caliche will be specified when supported by adequate performance data. The requirement for soundness and percentage of wear will be deleted when local experience indicates the material is satisfactory.The gradation or gradations applicable to the specific j

40、ob will be specified. The gradations shown are recommended, but others may be used where they have been used successfully. The liquid limit and plasticity index specified are normally used, but may be changed as required. Gradations No. 3 and No. 4 may be susceptible to frost damage.When an aggregat

41、e surfacing is used in construction of Army Class IV airfields, paragraph PROOF ROLLING will be retained, and the extent of proof rolling will be precisely shown on the drawings. When using the specifications for an aggregate surface course subjected to highway vehicular traffic such as roads, stree

42、ts, and parking areas or for Army Class I, II, and III airfields, references to proof rolling will be deleted in paragraph AGGREGATES, and paragraph PROOF ROLLING will be deleted.*Provide aggregates consisting of clean, sound, durable particles of natural gravel, crushed gravel, crushed stone, sand,

43、 slag, soil, or other approved materials processed and blended or naturally combined. Provide aggregates free from lumps and balls of clay, organic matter, objectionable coatings, and other foreign materials. The Contractor is responsible for obtaining materials that meet the specification and can be used to meet the grade and smoothness requirements specified herein after all compaction and proof rolling operations have been completed.2.1.1 Coarse Aggregates*NOTE: A percentag