Project Number: 31269 (T5L01) - Hanford Site

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Project Number: 31269 (T5L01)Doc. No.: 13-2-001Date: June 5, 2017Revision: 0REVISION PAGEProject Name:LAWPSDiscipline:Client:Washington River Protection SolutionsProject Number: 31269 (T5L01)StructuralLatest Revision:REVISION SIGNATURESJames F. KlettDigitally signed by James F. KlettDN: cn James F. Klett, o AECOM, ou MS, email james.klett@aecom.com,c USDate: 2017.06.05 14:12:29 -04'00'Prepared byDaud SheikhDateDaud SheikhChecked byjoseph.zJoseph Zmuda mudaDigitally signed by joseph.zmudaDN: dc net, dc wgint,ou USERACCOUNTS,ou NORTH AMERICA, ou US,ou SC, ou FORT MILL,cn joseph.zmuda,email joseph.zmuda@urs.comDate: 2017.06.05 15:44:35 -04'00'Verified by (if required)StatusRev.No.Final0Floyd VissatFloyd J VissatDigitally signed by Floyd J VissatDate: 2017.06.05 13:07:29 -06'00'Approved by (SDE/Lead)Digitally signed by Daud SheikhDN: cn Daud Sheikh, o AECOM, ou MS,email Daud.Sheikh@AECOM.COM, c USDate: 2017.06.05 14:46:01 -04'00'DatePaul Bell Paul BellDateDigitally signed by Paul BellDate: 2017.06.05 13:24:20 -06'00'Approved by (QA)DateDaniel Priebe Michael SchultzeDateDigitally signed by MichaelSchultzeDate: 2017.06.05 13:50:20 -06'00'Approved by (PEM)DateDatePrepared ByPagesDescription of ChangesJune 5,2017James KlettAllApproved for ConstructionSafety Related:Quality Level:YesFull QANo0Enhanced QAPage ii of viCommercial QAFor DP

Project Number: 31269 (T5L01)Doc. No.: 13-2-001Date: June 5, 2017Revision: 0TABLE OF CONTENTS1.02.03.04.0PART 1 – GENERAL .11.1Section Scope. 11.2Related CSI Sections . 11.3Codes and Standards . 21.4System Description (Not Used) . 31.5Submittals . 41.6Delivery, Storage, and Handling . 51.7Quality Assurance . 51.8Site Conditions . 7PART 2 - PRODUCTS .92.1Manufacturers . 92.2Materials . 102.3Equipment (Not Used) . 122.4Components (Not Used) . 122.5Fabrication (Not Used) . 122.6Shop Quality Control (Not Used) . 12PART 3 – EXECUTION .133.1Preparation . 133.2Erection, Installation, and Application . 143.3Field Quality Control . 273.4Adjusting and Cleaning . 273.5Demonstration (Not Used) . 283.6Protection. 28LIST OF APPENDICES .294.1Appendix A – Supporting Documentation Issued with this Specification . 29Page iii of vi

Project Number: 31269 (T5L01)Doc. No.: 13-2-001Date: June 5, 2017Revision: 0LIST OF TERMSAbbreviations and AcronymsTermDefinitionACIAmerican Concrete InstituteAISCAmerican Institute of Steel ConstructionASMEAmerican Society of Mechanical EngineersASTMASTM InternationalAWSAmerican Welding SocietyCMTRCertified Material Test ReportCQACommercial Quality AssuranceCSIConstruction Specifications InstituteEQAEnhanced Quality AssuranceFQAFull Quality AssuranceHHoldHRCHeaded Reinforcement Corp.IBCInternational Building CodeICCInternational Code CouncilLAWPSLow Activity Waste Pretreatment SystemNCRNonconformance ReportNQANuclear Quality AssuranceQAQuality AssuranceRFIRequest for InformationWWitnessUnitsSymbolDefinition FDegrees FahrenheitFTFeetINInchesPSIPound-Force per Square InchPage iv of vi

Project Number: 31269 (T5L01)Doc. No.: 13-2-001Date: June 5, 2017Revision: 0DefinitionsBUYER – The Company (or their agent) for whom the VENDOR is performing work or services.COMMERCIAL QUALITY ASSURANCE (CQA) - Level of controls for those items, services, orprocesses where, based on an evaluation of risk or nuclear safety, no additional quality controlsbeyond the provider’s published or stated attributes of the item, service, or process is required.DEVIATION – Any departure from the requirements contained in the purchase order andspecification which VENDOR proposes to incorporate if approved by BUYER.ENHANCED QUALITY ASSURANCE (EQA) - Level of controls for those items, services, orprocesses where, based on an evaluation of risk or nuclear safety, additional controls beyond theprovider’s published or stated attributes of the item, service, or process are needed to verifycritical attributes.FULL QUALITY ASSURANCE (FQA) - Level of controls applied for items services, or processesthat are commensurate with the controls invoked under ASME NQA-1 or other appropriatenational consensus standard.HANDLING - The movement or transportation of items following receipt from offsite/ projectlocations. This includes movement within storage areas and movement/transportation fromreceipt or storage areas to field locations. Handling requirements include the need for specialhandling tools and equipment, restrictions on material composition of surfaces in contact with theitem, protection against damage or deterioration, which could occur during movement andplacement, protection against physical damage due to excessive shock or vibration, andprotection against entry of dirt, water, or other contaminants.HOLD POINT – A mandatory inspection activity beyond which work shall not proceed until (1) theinspection is performed by an independent inspector and/or BUYER and acceptance isauthenticated, or (2) a written release is authorized by the organization who established the holdpoint.MANUFACTURER – The party responsible for making the product.NONCONFORMANCE – a deficiency in characteristic, documentation, or procedure that rendersthe quality of an item or activity unacceptable or indeterminate.PROCUREMENT QUALITY CLAUSES (QA Clauses) - Procurement quality clauses are to beused for the acquisition of items and services. The clauses establish contractual obligations forquality program systems, identification, traceability, documents submittals, testing, reporting,qualification, special process controls, inspections, etc.QUALITY ASSURANCE RECORDS – Quality assurance plans, procedures, and records,including completed documents that furnish evidence of the quality of an item or activitiesaffecting quality.Page v of vi

Project Number: 31269 (T5L01)Doc. No.: 13-2-001Date: June 5, 2017Revision: 0SHALL / MUST – Denotes project requirements, compliance is requiredSHIPPING – The movement of items from an off-site/project location (VENDOR, warehouse, etc.)to an on-site/project location, or movement from an onsite/ project location to an off-site/projectlocation. Shipping requirements include packaging and securing of items to protect againstdamage or deterioration which could occur during movement and transportation, protectionagainst physical damage due to excessive shock or vibration, protection against entry of dirt,water, or other contaminants, and protection against other environmental conditions such astemperature or humidity.SHOULD – Denotes recommendation or expectation, compliance is expected.SPECIFICATION – Refers to any design, fabrication or supply specification.STORAGE – Holding of items in areas that address: the probable maximum period to be held,the inherent physical limitations of the item itself, and required protection from potential hazardssuch as fire, corrosion, chemical attack and environmental conditions. Storage also includes therequirements for maintaining the integrity and operability of items through routine maintenance,cleaning, or other means of preservation.SUBSTITUTION – Any change or deviation from issued approved drawings, designs, methods,or contract terms and conditions. Changes in products, materials, equipment, methods ofconstruction, and test criteria required by the Contract Documents proposed by the VENDORafter award of the Contract are considered to be requests for substitution.VENDOR – The Company responsible for the supply of equipment or services.WITNESS POINT – An inspection activity beyond which work shall not proceed until an inspectorand/or BUYER is notified and (1) the inspection is performed and released, or (2) the inspectionis deferred and can be completed at a later time, or (3) a written waiver is issued by theorganization who established the witness point.Page vi of vi

Project Number: 31269 (T5L01)Doc. No.: 13-2-001Date: June 5, 2017Revision: 01.0PART 1 – GENERAL1.1Section ScopeThis Specification provides the requirements for work associated with the conveyance andplacement of concrete for the Low Activity Waste Pretreatment System (LAWPS) Project (ProjectT5L01).This Specification delineates the requirements for concrete work, including but not limited to;preplacement, placement, and post-placement testing and inspection reporting; erecting anddesigning forms, bracing, and shoring for permanent plant construction; provisions for installingembedded items (i.e., plates, sleeves, wall boxes, piping, drains, trench boxes, etc.); conveying,forming, placing, consolidating, finishing, curing, and protecting concrete; and furnishing andinstalling miscellaneous concrete accessories (i.e., release agents, curing compounds, expansionjoint fillers, and joint sealants).Full Quality Assurance (FQA) material requirements will be in accordance with ACI 349 andASME NQA-1 addendum requirements.1.2Related CSI Sections01 25 00Substitutions and Design Changes01 33 00Submittals01 40 00Quality Assurance01 45 29Technical Specification for Material Testing01 60 00Labeling01 66 00Delivery Storage and Handling03 21 00Specification for Furnishing of Reinforcing Steel03 31 00Furnishing and Delivery of Ready-Mix Concrete05 50 00Engineering Specification for Procurement of Miscellaneous Metals05 55 01Stainless Steel Liner Procurement, Fabrication, Shipment and Erection Specification09 97 23Specification for Field Applied Special Protective Coatings for Concrete SurfacesPage 1 of 29

Project Number: 31269 (T5L01)Doc. No.: 13-2-001Date: June 5, 2017Revision: 01.3Codes and Standards1.3.1Work shall be performed in accordance with the referenced codes, standards, and documents forthis specification.1.3.2The following codes and standards, of the exact issue shown, form part of the BUYER basis ofdesign to the extent specified in the applicable sections of this document. In the event of aconflict between documents referenced herein and the requirements of this specification, therequirements of this specification shall take precedence only when this specification’srequirements are more stringent or conservative. If a code or standard not listed below is to beapplied to the scope (see Section 1.1), apply the latest code or standard as of April 16, 2015.Note: FQA material shall use those codes and standards as specified by ACI 349-13. Anycomparable subsequent codes and standards prior to April 16, 2015 shall not be used in theirstead.1.3.3American Concrete Institute (ACI)-ACI 117-10, Specification for Tolerances for Concrete Construction and MaterialsACI 301-10, Specifications for Structural ConcreteACI 304R-00, Guide for Measuring, Mixing, Transporting, and Placing ConcreteACI 305R-10, Guide to Hot Weather ConcretingACI 306R-10, Guide to Cold Weather ConcretingACI 308R-01, Guide to Curing ConcreteACI 309R-05, Guide for Consolidation of ConcreteACI 311.4R-05, Guide for Concrete ConstructionACI 318-08/318R-08, Building Code Requirements for Structural Concrete and Commentary*ACI 347R-14, Guide to Formwork for ConcreteACI 349-13, Code Requirements for Nuclear Safety Related Concrete Structures andCommentary*As required by ACI-3491.3.4ASTM International (ASTM)-ASTM A 615-14, Standard Specification for Deformed and Plain Carbon-Steel Bars forConcrete ReinforcementASTM A 706-09b, Standard Specification for Low-Alloy Steel Deformed and Plain Bars forConcrete ReinforcementASTM A 1064-14, Standard Specification for Carbon-Steel Wire and Welded WireReinforcement, Plain and Deformed, for ConcreteASTM C 171-07, Standard Specification for Sheet Materials for Curing ConcreteASTM C 309-11, Standard Specification for Liquid Membrane-Forming Compounds forCuring ConcreteASTM C 579-01, Standard Test Methods for Compressive Strength of Chemical-ResistantMortars, Grouts, Monolithic Surfacings, and Polymer ConcretesPage 2 of 29

Project Number: 31269 (T5L01)Doc. No.: 13-2-001Date: June 5, 2017Revision: 0-1.3.5American Welding Society (AWS)-1.3.6IBC – 2012, International Building CodeU.S. Army Corps of Engineers-1.4ASME NQA-1, 2008 (2009 Addenda), Quality Assurance Requirements for Nuclear FacilityApplicationInternational Code Council (ICC)-1.3.9AISC 303-10, Code of Standard Practice for Steel Buildings and BridgesAmerican Society of Mechanical Engineers (ASME)-1.3.8AWS D1.1-10, Structural Welding Code-SteelAWS D1.4-05, Structural Welding Code-Reinforcing SteelAmerican Institude of Steel Construction (AISC)-1.3.7ASTM C 881-14, Standard Specification for Epoxy-Resin-Base Bonding Systems forConcreteASTM C 920-08, Standard Specification for Elastomeric Joints SealantASTM C 928-13, Standard Specification for Packaged Dry, Rapid-Hardening CementitiousMaterials for Concrete RepairsASTM C 1059-13, Standard Specification for Latex Agents for Bonding Fresh to HardenedConcreteASTM C 1107-07, Standard Specification for Packaged Dry, Hydraulic-Cement Grout(Nonshrink)ASTM D 1751-04, Standard Specification for Preformed Expansion Joint Filler for ConcretePaving and Structural Construction (Nonextruding and Resilient Bituminous Types)ASTM E 136-09, Standard Test Method for Behavior of Materials in a Vertical Tub Furnace at750 CCRD –C 572-74, Army Corps of Engineers Specification for PolyvinylWaterstopSystem Description (Not Used)Page 3 of 29

Project Number: 31269 (T5L01)Doc. No.: 13-2-001Date: June 5, 2017Revision: 01.5SubmittalsSubmittals that are listed within this section shall be prepared and processed in accordance withrequirements of CSI Section 01 33 00 “Submittals” and shall include all of the required Quality Assurancedocumentation in accordance with CSI Section 01 40 00 “Quality Assurance” of this specification.1.5.11.5.2Quality Assurance submittals include (complete list in Section 1.7, “Quality Assurance”).1.5.1.1QA Program for Nonconformance Documentation and Reporting in accordance withQA Clause B22.1.5.1.2Certificate of Conformance (CoC) on all applicable items in accordance with QAClause B79.Technical Submittals include:1.5.2.1List of Fabrication Codes and Standards including Revision and/or Issue Date.1.5.2.2VENDOR Technical Proposal Package, as identified in CSI Section 01 33 00“Submittals”.1.5.2.3Project Schedule1.5.2.4Drawing List1.5.2.5QA Program Manual1.5.2.6Request for Information (RFI) shall be submitted on BUYER supplied form A-6003417.1.5.2.7Nonconformance Reports/Deficiency Reports shall be approved in accordance withQA Clause B22.1.5.2.8Fabrication/Testing and Inspection Plan (Traveler) in accordance with QA ClauseB13.1.5.2.9Welding Procedures and personnel qualifications in accordance with QA Clause B28.1.5.2.10Certified Welding Inspector (CWI) Qualification Records for personnel performingproject work in accordance with QA Clause B25.1.5.2.11Delivery, Storage and Handling Plan, identifying the VENDOR procedures to be usedto meet the requirements of Section 1.6 of this Specification, in accordance with QAClause B85.1.5.2.12Final Design Review Package (BUYER approval required prior to release forshipment).1.5.2.13Final Lifetime Records.Page 4 of 29

Project Number: 31269 (T5L01)Doc. No.: 13-2-001Date: June 5, 2017Revision: 01.5.3Drawings (Not Used)1.5.4Certification of Materials1.5.51.5.4.1Obtain and submit Certified Material Test Reports (CMTR’s), in accordance with QAClause B49, for all materials furnished.1.5.4.2Certification against the procurement of potetially suspect or counterfeit items (i.e, allsupplied materials shall be genuine, new , and unused), in accordance with QAClause B76.Final Design Submittals1.5.5.1As Built Documents1.5.5.2Inspection/ Test Reports in accordance with QA Clause B52.1.5.5.3Closed Nonconformance Reports in accordance with QA Clause B22.1.5.5.4Certified Material Test Reports (CMTR’s) in accordance with QA Clause B49.1.5.5.5Certificate of Conformance in accordance with QA Clause B79.1.5.5.6Product identification in accordance with QA Clause B37.1.5.5.7Calibration certificates for Vendor owned instruments and measurement equipmentused during testing, in accordance with QA Clause B12.1.5.6Refer to related CSI Section 01 25 00 “Substitutions and Design Changes” for detailedsubstitution and design change requirements and Request for Information (RFI) forms/guidelines.1.5.7Concrete work shall be subject to IBC Special Inspections. Refer to General Notes and SpecialInstructions for further details.1.6Delivery, Storage, and Handling1.6.1Conveying and Placing Concrete shall use ACI 304R, ASME NQA-1 (Addendum Part II,Subsection 2.5), and CSI Section 01 66 00 “Delivery Storage and Handling” for guidance. SeeSection 3.2.6 for specific requirements.1.7Quality AssuranceThe VENDOR Supplier Quality Assurance Program shall be submitted to the BUYER foracceptance.Page 5 of 29

Project Number: 31269 (T5L01)Doc. No.: 13-2-001Date: June 5, 2017Revision: 01.7.1Submittals that are listed within this section shall be prepared and processed in accordance withrequirements of CSI Section 01 33 00 “Submittals” and shall include all of the required QAdocumentation in accordance with CSI Section 01 40 00 “Quality Assurance” of this Specification.Table 1.7-1 Procurement Quality ClauseSUPPLIER FABRICATIONB12 Supplier Use of Calibrated EquipmentB13 Fabrication/Inspection/Test PlanB22 Nonconformance Documentation and ReportingB25 Certified Weld Inspector (CWI)B28 Welding Procedures and QualificationsB31 Nondestructive Examination ProcessMATERIAL IDENTIFICATIONB32 Identification of

- ACI 304R-00, Guide for Measuring, Mixing, Transporting, and Placing Concrete - ACI 305R-10, Guide to Hot Weather Concreting - ACI 306R-10, Guide to Cold Weather Concreting - ACI 308R-01, Guide to Curing Concrete - ACI 309R-05, Guide for Consolidation of Concrete - ACI 311.4R-05, Guide for Concrete Construction - ACI 318-08/318R-08,

Related Documents:

- ACI 304R-00, Guide for Measuring, Mixing, Transporting, and Placing Concrete - ACI 305R-10, Guide to Hot Weather Concreting. Project Number: 31269 (T5L01) Doc. No.: 13-2-011 Date: Jan. 23, 2017 Revision: A Page 2 of 17 - ACI 306R-10, Guide to Cold Weather Concreting

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