1、*USACE / NAVFAC / AFCESA / NASA UFGS-32 13 13.06 (November 2011)-Preparing Activity: NAVFAC Superseding UFGS-32 13 13.06 (August 2008)UNIFIED FACILITIES GUIDE SPECIFICATIONSReferences are in agreement with UMRL dated October 2011*SECTION TABLE OF CONTENTSDIVISION 32 - EXTERIOR IMPROVEMENTSSECTION 32
2、 13 13.06PORTLAND CEMENT CONCRETE PAVEMENT FOR ROADS AND SITE FACILITIES11/11PART 1 GENERAL1.1 REFERENCES1.2 RELATED SECTIONS1.3 SUBMITTALS1.4 DELIVERY, STORAGE, AND HANDLING1.5 QUALITY ASSURANCE1.5.1 Ready-mixed Concrete Plant Certification1.5.2 Contractor Qualifications1.5.3 Required Information1.
3、5.4 Batch Tickets1.5.5 Field-Constructed Mockup1.6 SUSTAINABLE DESIGN REQUIREMENTS1.6.1 Local/Regional MaterialsPART 2 PRODUCTS2.1 MATERIALS2.1.1 Cementitious Materials2.1.1.1 Cement2.1.1.2 Fly Ash and Pozzolan2.1.1.2 Slag2.1.2 Water2.1.2 Aggregate2.1.2.1 Alkali Reactivity Test2.1.2.2 Fine Aggregate
4、s2.1.2.3 Coarse Aggregates2.1.3 Admixtures2.1.4 Reinforcement2.1.4.1 Dowel Bars2.1.4.2 Coated Dowel Bars2.1.4.3 Tie Bars2.1.4.4 Reinforcement2.1.5 Curing Materials2.1.5.1 White-Burlap-Polyethylene Sheet2.1.5.2 Liquid Membrane-Forming CompoundSECTION 32 13 13.06 Page 1Provided by IHSNot for ResaleNo
5、reproduction or networking permitted without license from IHS-,-,-2.1.5.3 Liquid Chemical Sealer-Hardener Compound2.1.6 Joint Fillers and Sealants2.2 CONCRETE PAVEMENT2.2.1 Joint Layout Drawings2.2.2 Albedo2.3 CONTRACTOR-FURNISHED MIX DESIGNPART 3 EXECUTION3.1 FORMS3.1.1 Construction3.1.2 Coating3.1
6、.3 Grade and Alignment3.2 REINFORCEMENT3.2.1 Dowel Bars3.2.2 Coated Dowel Bars3.2.3 Tie Bars3.2.4 Setting Slab Reinforcement3.3 MEASURING, MIXING, CONVEYING, AND PLACING CONCRETE3.3.1 Measuring3.3.2 Mixing3.3.3 Conveying3.3.4 Placing3.3.5 Vibration3.3.5.1 Vibrating Equipment3.3.6 Cold Weather3.3.7 H
7、ot Weather3.4 PAVING3.4.1 Consolidation3.4.2 Operation3.4.3 Required Results3.4.4 Fixed Form Paving3.4.5 Slipform Paving3.4.6 Placing Reinforcing Steel3.4.7 Placing Dowels and Tie Bars3.4.7.1 Contraction Joints3.4.7.2 Construction Joints-Fixed Form Paving3.4.7.3 Dowels Installed in Hardened Concrete
8、3.4.7.4 Expansion Joints3.5 FINISHING CONCRETE3.5.1 Side Form Finishing3.5.1.1 Equipment Operation3.5.1.2 Joint Finish3.5.1.3 Hand Finishing3.5.1.4 Longitudinal Floating3.5.2 Texturing3.5.2.1 Burlap Drag Finish3.5.2.2 Brooming3.5.2.3 Wire-Comb Texturing3.5.2.4 Surface Grooving3.5.3 Edging3.5.4 Repai
9、r of Surface Defects3.6 CURING AND PROTECTION3.6.1 White-Burlap-Polyethylene Sheet3.6.2 Liquid Membrane-Forming Compound Curing3.6.2.1 Protection of Treated Surfaces3.6.3 Liquid Chemical Sealer-Hardener3.7 FIELD QUALITY CONTROL3.7.1 SamplingSECTION 32 13 13.06 Page 2Provided by IHSNot for ResaleNo r
10、eproduction or networking permitted without license from IHS-,-,-3.7.2 Consistency Tests3.7.3 Flexural Strength Tests3.7.4 Air Content Tests3.7.5 Surface Testing3.7.5.1 Surface Smoothness Requirements3.7.5.2 Surface Smoothness Testing Method3.7.6 Plan Grade Testing and Conformance3.7.7 Test for Pave
11、ment Thickness3.7.8 Reinforcement3.7.9 Dowels3.8 WASTE MANAGEMENT- End of Section Table of Contents -SECTION 32 13 13.06 Page 3Provided by IHSNot for ResaleNo reproduction or networking permitted without license from IHS-,-,-*USACE / NAVFAC / AFCESA / NASA UFGS-32 13 13.06 (November 2011)-Preparing
12、Activity: NAVFAC Superseding UFGS-32 13 13.06 (August 2008)UNIFIED FACILITIES GUIDE SPECIFICATIONSReferences are in agreement with UMRL dated October 2011*SECTION 32 13 13.06PORTLAND CEMENT CONCRETE PAVEMENT FOR ROADS AND SITE FACILITIES11/11*NOTE: This guide specification covers the requirements fo
13、r small portland cement concrete paving jobs such as roads, streets, sidewalks, and parking lots.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
14、for project specific requirements 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
15、 changes for this guide specification are welcome and should be submitted as a Criteria Change Request (CCR).*NOTE: The extent and location of the work to be accomplished should be indicated on the project drawings, or included in the project specifications. Precast structural concrete and portland
16、cement pavements for airports are not included in this specifications.*PART 1 GENERAL1.1 REFERENCES*NOTE: This paragraph is used to list the publications cited in the text of the guide specification. The publications are referred to in SECTION 32 13 13.06 Page 4Provided by IHSNot for ResaleNo reprod
17、uction or networking permitted without license from IHS-,-,-the text by basic designation only and listed in this paragraph by organization, designation, date, and title.Use the Reference Wizards Check Reference feature when you add a RID outside of the Sections Reference Article to automatically pl
18、ace the reference in the Reference Article. Also use the Reference Wizards Check Reference feature to update 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 proce
19、ss.*The publications listed below form a part of this specification to the extent referenced. The publications are referred to within the text by the basic designation only.AMERICAN CONCRETE INSTITUTE INTERNATIONAL (ACI)ACI 211.1 (1991; R 2009) Standard Practice for Selecting Proportions for Normal,
20、 Heavyweight and Mass ConcreteACI 301 (2010) Specifications for Structural ConcreteACI 305R (2010) Specification for Hot Weather ConcretingACI 306.1 (1990; R 2002) Standard Specification for Cold Weather ConcretingAMERICAN WATER WORKS ASSOCIATION (AWWA)AWWA C215 (2010) Extruded Polyolefin Coatings f
21、or the Exterior of Steel Water PipelinesASTM INTERNATIONAL (ASTM)ASTM A184/A184M (2006e1) Standard Specification for Fabricated Deformed Steel Bar Mats for Concrete ReinforcementASTM A615/A615M (2009b) Standard Specification for Deformed and Plain Carbon-Steel Bars for Concrete ReinforcementASTM A77
22、5/A775M (2007b) Standard Specification for Epoxy-Coated Steel Reinforcing BarsASTM A966/A966M (2008) Standard Test Method for Magnetic Particle Examination of Steel Forgings Using Alternating CurrentASTM C1077 (2011b) Standard Practice for Laboratories SECTION 32 13 13.06 Page 5Provided by IHSNot fo
23、r ResaleNo reproduction or networking permitted without license from IHS-,-,-Testing Concrete and Concrete Aggregates for Use in Construction and Criteria for Laboratory EvaluationASTM C1157/C1157M (2010) Standard Specification for Hydraulic CementASTM C1260 (2007) Standard Test Method for Potential
24、 Alkali Reactivity of Aggregates (Mortar-Bar Method)ASTM C143/C143M (2010) Standard Test Method for Slump of Hydraulic-Cement ConcreteASTM C150/C150M (2011) Standard Specification for Portland CementASTM C1567 (2008) Standard Test Method for Potential Alkali-Silica Reactivity of Combinations of Ceme
25、ntitious Materials and Aggregate (Accelerated Mortar-Bar Method)ASTM C1602/C1602M (2006) Standard Specification for Mixing Water Used in Production of Hydraulic Cement ConcreteASTM C171 (2007) Standard Specification for Sheet Materials for Curing ConcreteASTM C172/C172M (2010) Standard Practice for
26、Sampling Freshly Mixed ConcreteASTM C231/C231M (2010) Standard Test Method for Air Content of Freshly Mixed Concrete by the Pressure MethodASTM C260/C260M (2010a) Standard Specification for Air-Entraining Admixtures for ConcreteASTM C309 (2011) Standard Specification for Liquid Membrane-Forming Comp
27、ounds for Curing ConcreteASTM C31/C31M (2010) Standard Practice for Making and Curing Concrete Test Specimens in the FieldASTM C33/C33M (2011) Standard Specification for Concrete AggregatesASTM C494/C494M (2011) Standard Specification for Chemical Admixtures for ConcreteASTM C595/C595M (2010) Standa
28、rd Specification for Blended Hydraulic CementsASTM C618 (2008a) Standard Specification for Coal Fly Ash and Raw or Calcined Natural Pozzolan for Use in ConcreteSECTION 32 13 13.06 Page 6Provided by IHSNot for ResaleNo reproduction or networking permitted without license from IHS-,-,-ASTM C78/C78M (2
29、010) Standard Test Method for Flexural Strength of Concrete (Using Simple Beam with Third-Point Loading)ASTM C94/C94M (2011a) Standard Specification for Ready-Mixed ConcreteASTM C989 (2010) Standard Specification for Slag Cement for Use in Concrete and Mortars1.2 RELATED SECTIONSPortland cement conc
30、rete pavement shall use Section 32 11 16.16 BASE COURSE FOR RIGID AND SUBBASE COURSE FOR FLEXIBLE SUBBASE COURSE FOR PERVIOUS PAVING, in addition to this section.1.3 SUBMITTALS*NOTE: Submittals must be limited to those necessary for adequate quality control. The importance of an item in the project
31、should be one of the primary factors in determining if a submittal for the item should be required.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 compl
32、ex 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
33、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 Residen
34、t Office; and “PO“ for Project Office. Codes following the “G“ typically are not used for Navy projects.Submittal items not designated with a “G“ are considered as being for information only for Army projects and for Contractor Quality Control approval for Navy projects.*Government approval is requi
35、red for submittals with a “G“ designation; submittals not having a “G“ designation are for Contractor Quality Control approval.for information only. When used, a designation following the “G“ designation identifies the office that will review the submittal for the Government. The following shall be
36、submitted in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:SECTION 32 13 13.06 Page 7Provided by IHSNot for ResaleNo reproduction or networking permitted without license from IHS-,-,-SD-03 Product Data; G; G, _Curing materialsAdmixturesDowel ReinforcementSubmit a complete list of materials i
37、ncluding type, brand and applicable reference specifications.Cementitious Materials; (LEED)Aggregate; (LEED)Submit documentation indicating percentage of post-industrial and post-consumer recycled content per unit of product. Indicate relative dollar value of recycled content products to total dolla
38、r value of products included in project. Local/Regional Materials; (LEED)Submit documentation indicating distance between manufacturing facility and the project site. Indicate distance of raw material origin from the project site. Indicate relative dollar value of local/regional materials to total d
39、ollar value of products included in project. Albedo; (LEED)Provide information identifying the reflectance of the pavement.SD-04 Samples Field-Constructed MockupSD-05 Design Data; G; G, _Concrete mix designThirty days minimum prior to concrete placement, submit a mix design, with applicable tests, f
40、or each strength and type of concrete for approval. Submit a complete list of materials including type; brand; source and amount of cement, fly ash, slag, and admixtures; and applicable reference specifications. Provide mix proportion data using at least three different water-cement ratios for each
41、type of mixture, which will produce a range of strength encompassing those required for each class and type of concrete required. Submittal shall clearly indicate where each mix design will be used when more than one mix design is submitted. Obtain acknowledgement of approvals prior to concrete plac
42、ement. Submit a new mix design for each material source change.SD-06 Test Reports; G; G, _SECTION 32 13 13.06 Page 8Provided by IHSNot for ResaleNo reproduction or networking permitted without license from IHS-,-,-Aggregate testsConcrete slump testsAir content testsFlexural strength tests Cementitio
43、us materialsSD-07 Certificates; G; G, _Ready-mixed concrete plantBatch ticketsCementitious materialsSD-11 Closeout Submittals; G; G, _ Local/Regional Materials; (LEED)LEED documentation relative to local/regional materials credit in accordance with LEED Reference Guide. Include in LEED Documentation
44、 Notebook.Cementitious Materials; (LEED)Aggregate; (LEED)LEED documentation relative to recycled content credit in accordance with LEED Reference Guide. Include in LEED Documentation Notebook.Albedo; (LEED)LEED documentation relative to heat island effect - non-roof credit in accordance with LEED Re
45、ference Guide. Include in LEED Documentation Notebook.1.4 DELIVERY, STORAGE, AND HANDLINGASTM C94/C94M.1.5 QUALITY ASSURANCE1.5.1 Ready-mixed Concrete Plant CertificationUnless otherwise approved by the Contracting Officer, ready mixed concrete shall be produced and provided by a National Ready-Mix Concrete Association (NRMCA) certified plant. If a volumetric mobile mixer is used to produce the concrete, rather than
