1、*USACE / NAVFAC / AFCESA / NASA UFGS-32 13 11 (November 2012)-Preparing Activity: USACE SupersedingUFGS-32 13 11 (August 2010)UNIFIED FACILITIES GUIDE SPECIFICATIONSReferences are in agreement with UMRL dated October 2012*SECTION TABLE OF CONTENTSDIVISION 32 - EXTERIOR IMPROVEMENTSSECTION 32 13 11CO
2、NCRETE PAVEMENT FOR AIRFIELDS AND OTHER HEAVY-DUTY PAVEMENTS11/12PART 1 GENERAL1.1 UNIT PRICES1.1.1 Measurements1.1.2 Payments1.1.2.1 Unit Price1.1.2.2 Lump Sum1.1.3 Payment of Lots1.1.4 Payment Adjustment for Smoothness1.1.5 Payment Adjustment for Plan Grade1.1.6 Payment Adjustment for Thickness1.2
3、 REFERENCES1.3 SYSTEM DESCRIPTION1.3.1 Surface Smoothness1.3.2 Edge Slump and Joint Face Deformation1.3.3 Plan Grade1.3.4 Flexural Strength1.3.5 Thickness1.3.6 Diamond Grinding of PCC Surfaces1.4 SUBMITTALS1.5 QUALITY ASSURANCE1.5.1 Contractor Quality Control Staff1.5.2 Other Staff1.5.3 Laboratory A
4、ccreditation1.5.4 Preconstruction Testing of Materials1.5.4.1 Aggregates1.5.4.2 Chemical Admixtures, Curing Compounds and Epoxies1.5.4.3 Cementitious Materials1.5.5 Testing During Construction1.5.6 Test Section1.5.6.1 Pilot Lane1.5.6.2 Fill-In Lane1.5.7 Acceptability of Work1.5.8 Acceptance Requirem
5、ents1.5.8.1 Pavement Lots1.5.8.2 EvaluationSECTION 32 13 11 Page 1Provided by IHSNot for ResaleNo reproduction or networking permitted without license from IHS-,-,-1.6 DELIVERY, STORAGE, AND HANDLING1.6.1 Bulk Cementitious Materials1.6.2 Aggregate Materials1.6.3 Other MaterialsPART 2 PRODUCTS2.1 CEM
6、ENTITIOUS MATERIALS2.1.1 Portland Cement2.1.2 Blended Cements2.1.3 Pozzolan2.1.3.1 Fly Ash2.1.3.2 Raw or Calcined Natural Pozzolan2.1.3.3 Ultra Fine Fly Ash and Ultra Fine Pozzolan2.1.4 Ground Granulated Blast-Furnace (GGBF) Slag2.1.5 Silica Fume2.1.6 Supplementary Cementitious Materials (SCM) Conte
7、nt2.2 AGGREGATES2.2.1 Aggregate Sources2.2.1.1 Durability2.2.1.2 Alkali-Silica Reactivity2.2.1.3 Combined Aggregate Gradation2.2.2 Coarse Aggregate2.2.2.1 Material Composition2.2.2.2 Particle Shape Characteristics2.2.2.3 Size and Grading2.2.2.4 Deleterious Materials - Airfield Pavements2.2.2.5 Testi
8、ng Sequence/Deleterious Materials in Coarse Aggregate - Airfields Only2.2.2.6 Deleterious Material - Road Pavements2.2.3 Fine Aggregate2.2.3.1 Composition2.2.3.2 Grading2.2.3.3 Deleterious Material2.3 CHEMICAL ADMIXTURES2.3.1 General Requirements2.3.2 Lithium Nitrate2.3.3 High Range Water Reducing A
9、dmixture (HRWRA)2.4 MEMBRANE FORMING CURING COMPOUND2.5 WATER2.6 JOINT MATERIALS2.6.1 Expansion Joint Material2.6.2 Slip Joint Material2.7 REINFORCING2.7.1 Reinforcing Bars and Bar Mats2.7.2 Welded Wire Reinforcement2.8 DOWELS AND TIE BARS2.8.1 Dowels2.8.2 Dowel Bar Assemblies2.8.3 Tie Bars2.9 EPOXY
10、 RESIN2.10 EQUIPMENT2.10.1 Batching and Mixing Plant2.10.2 Concrete Mixers2.10.3 Transporting Equipment2.10.4 Transfer and Spreading Equipment2.10.5 Paver-Finisher2.10.6 Curing Equipment2.10.7 Texturing EquipmentSECTION 32 13 11 Page 2Provided by IHSNot for ResaleNo reproduction or networking permit
11、ted without license from IHS-,-,-2.10.8 Sawing Equipment2.10.9 Straightedge2.11 SPECIFIED CONCRETE STRENGTH AND OTHER PROPERTIES2.11.1 Specified Flexural Strength2.11.2 Concrete Temperature2.11.3 Concrete Strength for Final Acceptance2.12 MIXTURE PROPORTIONS2.12.1 Composition2.12.2 Proportioning Stu
12、dies2.12.2.1 Water-Cement Ratio2.12.2.2 Trial Mixture Studies2.12.2.3 Mixture Proportioning for Flexural Strength2.12.3 Average CQC Flexural Strength Required for MixturesPART 3 EXECUTION3.1 PREPARATION FOR PAVING3.1.1 Weather Precaution3.1.2 Proposed Techniques3.2 CONDITIONING OF UNDERLYING MATERIA
13、L3.2.1 General Procedures3.2.2 Traffic on Underlying Material3.3 WEATHER LIMITATIONS3.3.1 Placement and Protection During Inclement Weather3.3.2 Paving in Hot Weather3.3.3 Prevention of Plastic Shrinkage Cracking3.3.4 Paving in Cold Weather3.4 CONCRETE PRODUCTION3.4.1 Batching and Mixing Concrete3.4
14、.2 Transporting and Transfer - Spreading Operations3.5 PAVING3.5.1 General Requirements3.5.2 Consolidation3.5.3 Operation3.5.4 Required Results3.5.5 Fixed Form Paving3.5.5.1 Forms for Fixed-Form Paving3.5.5.2 Form Removal3.5.6 Slipform Paving3.5.6.1 General3.5.6.2 Guideline for Slipform Paving3.5.6.
15、3 Laser Controls3.5.7 Placing Reinforcing Steel3.5.7.1 Pavement Thickness Greater Than 300 mm 12 Inches3.5.7.2 Pavement Thickness Less Than 300 mm 12 Inches3.5.8 Placing Dowels and Tie Bars3.5.8.1 Contraction Joints3.5.8.2 Construction Joints-Fixed Form Paving3.5.8.3 Dowels Installed in Hardened Con
16、crete3.5.8.4 Lubricating Dowel Bars3.6 FINISHING3.6.1 Machine Finishing With Fixed Forms3.6.2 Machine Finishing with Slipform Pavers3.6.3 Surface Correction and Testing3.6.4 Hand Finishing3.6.4.1 Equipment and Template3.6.4.2 Finishing and Floating3.6.5 Texturing3.6.5.1 Burlap Drag SurfaceSECTION 32
17、 13 11 Page 3Provided by IHSNot for ResaleNo reproduction or networking permitted without license from IHS-,-,-3.6.5.2 Artificial Turf Drag Surface3.6.5.3 Broom Texturing3.6.5.4 Wire-Comb Texturing3.6.5.5 Surface Grooving3.6.6 Edging3.6.7 Outlets in Pavement3.7 CURING3.7.1 Protection of Concrete3.7.
18、2 Membrane Curing3.7.3 Moist Curing3.8 JOINTS3.8.1 General Requirements for Joints3.8.2 Longitudinal Construction Joints3.8.3 Transverse Construction Joints3.8.4 Expansion Joints3.8.5 Slip Joints3.8.6 Contraction Joints3.8.7 Thickened Edge Joints3.9 REPAIR, REMOVAL AND REPLACEMENT OF NEWLY CONSTRUCT
19、ED SLABS3.9.1 General Criteria3.9.2 Slabs with Cracks3.9.3 Removal and Replacement of Full Slabs3.9.4 Repairing Spalls Along Joints3.9.5 Repair of Weak Surfaces3.9.6 Repair of Pilot Lane Vertical Faces3.10 EXISTING CONCRETE PAVEMENT REMOVAL AND REPAIR3.10.1 Removal of Existing Pavement Slab3.10.2 Ed
20、ge Repair3.10.2.1 Spall Repair3.10.2.2 Underbreak and Underlying Material3.11 PAVEMENT PROTECTION3.12 TESTING AND INSPECTION FOR CONTRACTOR QUALITY CONTROL3.12.1 Testing and Inspection by Contractor3.12.2 Testing and Inspection Requirements3.12.3 Concrete Strength Testing for Contractor CQC3.12.4 Re
21、ports- End of Section Table of Contents -SECTION 32 13 11 Page 4Provided by IHSNot for ResaleNo reproduction or networking permitted without license from IHS-,-,-*USACE / NAVFAC / AFCESA / NASA UFGS-32 13 11 (November 2012)-Preparing Activity: USACE SupersedingUFGS-32 13 11 (August 2010)UNIFIED FACI
22、LITIES GUIDE SPECIFICATIONSReferences are in agreement with UMRL dated October 2012*SECTION 32 13 11CONCRETE PAVEMENT FOR AIRFIELDS AND OTHER HEAVY-DUTY PAVEMENTS11/12*NOTE: This guide specification covers the requirements for construction of concrete pavement for Army, Navy and Air Force airfields
23、and heavy-duty roads, parking areas, hardstands, and vehicular pavement.Adhere to UFC 1-300-02 Unified Facilities Guide Specifications (UFGS) Format Standard when editing this guide specification or preparing new project specification sections. Edit this guide specification for project specific requ
24、irements 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, suggestions and recommended changes for this guide s
25、pecification are welcome and should be submitted as a Criteria Change Request (CCR).*PART 1 GENERAL*NOTE: In preparing contract specifications for concrete pavement, the designer will use UFC 3-250-04 STANDARD PRACTICE FOR CONCRETE PAVEMENTS for guidance. State highway specifications may only be use
26、d for non organizational parking, roads, streets, and driveways where the equivalent passes of an 18-kip EASL are less than 5.7 million. All organizational vehicle parking, roads and airfield concrete pavements will use the Unified Facilities guide specifications without exception.Specifications dev
27、eloped for Corps of Engineers managed projects shall be edited in accordance with SECTION 32 13 11 Page 5Provided by IHSNot for ResaleNo reproduction or networking permitted without license from IHS-,-,-ECB 2011-18,Improving Quality of USACE Support for DOD Airfield Pavement ProjectsRestrictions on
28、Editing Unified Facilities Guide Specifications (UFGS).Contact the Corps of Engineers Transportation Systems Center (TSMCX), the Air Force major command (MAJCOM) pavement engineers, or Naval Facilities Engineering Command (NAVFAC) for guidance on interpreting and editing this specification section.T
29、his specification section is structured for Contractor sampling and testing of materials and mixture proportioning. If Government sampling, testing and mixture proportioning is required, contact the TSMCX, MAJCOM pavement engineers, or NAVFAC for specification language.*1.1 UNIT PRICES*NOTE: Any pro
30、ject large enough to use this guide specification should have Unit Price payment. For Lump Sum payment, include concrete unit price from Government estimate in paragraph Payments to provide cost basis for calculating payment reduction.*1.1.1 MeasurementsThe quantity of concrete to be paid for will b
31、e the volume of concrete in cubic meters yards including thickened edges monolithic curb, where required, placed in the completed and accepted pavement. Concrete will be measured in place in the completed and accepted pavement only within the neat line dimensions shown in the plan and cross section.
32、 No deductions will be made for rounded or beveled edges or the space occupied by pavement reinforcement, dowel bars, tie bars, or electrical conduits, nor for any void, or other structure extending into or through the pavement slab, measuring 0.1 cubic meter 3 cubic feet or less in volume. No other
33、 allowance for concrete will be made unless placed in specified locations in accordance with written instructions previously issued by the Contracting Officer. The quantity of other materials specified herein, and used in the construction of the work covered by this section, will not be measured for
34、 payment, but will be considered a subsidiary obligation of the Contractor, covered under the price per cubic meter yard for concrete. Joint sealing materials are covered in Section 32 01 19 FIELD MOLDED SEALANTS FOR SEALING JOINTS IN RIGID PAVEMENTS or Section 32 13 73 COMPRESSION JOINT SEALS FOR C
35、ONCRETE PAVEMENTS.1.1.2 Payments*NOTE: Use the applicable paragraph from the two choices below and delete the other.*SECTION 32 13 11 Page 6Provided by IHSNot for ResaleNo reproduction or networking permitted without license from IHS-,-,-1.1.2.1 Unit PriceThe quantity of concrete measured as specifi
36、ed above will be paid for at the contract unit price when placed in completed and accepted pavements. Payment will be made at the contract price for cubic meter yard for the scheduled item, with necessary adjustments as specified below. Payment will constitute full compensation for furnishing all ma
37、terials, equipment, plant and tools, and for all labor and other incidentals necessary to complete the concrete pavement, except for other items specified herein for separate payment.1.1.2.2 Lump SumThe quantity of concrete will be paid for and included in the lump-sum contract price. If less than 1
38、00 percent payment is due based on the pay factors stipulated below, a unit price of _ per cubic meter yard will be used for purposes of calculating the payment reduction.1.1.3 Payment of LotsWhen a lot of material fails to meet the specification requirements, that lot will be accepted at a reduced
39、price or shall be removed and replaced. The lowest computed percent payment determined for any pavement characteristic (i.e., thickness, grade, and surface smoothness) discussed below shall be the actual percent payment for that lot. The actual percent payment will be applied to the unit price and t
40、he measured quantity of concrete in the lot to determine actual payment. Use results of strength tests to control concreting operations. Strength will be evaluated, but will not be considered for payment adjustment. Any pavement not meeting the required specified strength shall be removed and replac
41、ed at no additional cost to the Government.1.1.4 Payment Adjustment for Smoothnessa. Straightedge Testing: Location and deviation from straightedge for all measurements shall be recorded. When more than 5.0 and less than or equal to 10.0 percent of all measurements made within a lot exceed the toler
42、ance specified in paragraph “Surface Smoothness“, after any reduction of high spots or removal and replacement, the computed percent payment based on surface smoothness will be 95 percent. When more than 10.0 percent and less than or equal to 15.0 percent of all measurements exceed the tolerance, th
43、e computed percent payment will be 90 percent. When more than 15.0 and less than or equal to 20.0 percent of all measurements exceed the tolerance, the computed percent payment will be 75 percent. When more than 20.0 percent of the measurements exceed the tolerance, the lot shall be removed and repl
44、aced at no additional cost to the Government.b. Profilograph Testing: Location and data from all profilograph measurements shall be recorded. When the Profile Index of a 0.1 km 0.1 mile segment of a lot exceeds the tolerance specified in paragraph “Surface Smoothness“ by 16 mm per km 1.0 inch per mi
45、le but less than 32 mm per km 2.0 inches per mile, after any reduction of high spots or removal and replacement, the computed percent payment based on surface smoothness will be 95 percent. When the Profile Index exceeds the tolerance by 32 mm per km 2.0 inches per mile but less than 47 mm per km3.0 inches per mile, the computed percent payment will be 90 percent. When the Profile Index exceeds the tolerance by 47 mm per km 3.0 inches per mile but les
