2014 Standard Specifications for Road, Bridge, and Municipal

StandardSpecificationsfor Road, Bridge, and Municipal Construction

2014M 41-10

Standard Specificationsfor Road, Bridge, and Municipal Construction

2014M 41-10

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Note: This publication is not for resale.

The 2014 Standard Specifications can be also downloaded, free of charge, from the following web page at www.wsdot.wa.gov/publications/manuals/m41-10.htm.

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Title VI Notice to PublicIt is Washington State Department of Transportation (WSDOT) policy to ensure no person shall, on the grounds of race, color, national origin, or sex, as provided by Title VI of the Civil Rights Act of 1964, be excluded from participation in, be denied the benefits of, or be otherwise discriminated against under any of its federally funded programs and activities. Any person who believes his/her Title VI protection has been violated may file a complaint with WSDOTs Office of Equal Opportunity (OEO). For Title VI complaint forms and advice, please contact OEOs Title VI Coordinator at 360-705-7082 or 509-324-6018.

Standard Specifications: 2014, Copyright 2005, Washington State Department of Transportation. All rights reserved.
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2014 Standard Specifications M 41-10 Page i

Foreword

These Standard Specifications for Road, Bridge, and Municipal Construction have been developed to serve as a baseline for the work delivered to the public by the Washington State Department of Transportation (WSDOT). The Standard Specifications are incorporated into the written agreement (Contract) between WSDOT as Contracting Agency and the Contractor, except where the Contract indicates that a particular specification has been amended or replaced with a special provision to resolve project-specific issues. The decision to amend or replace any standard specification with a special provision is made during the design process and is based upon the sound engineering judgment of the project designer.

These Standard Specifications reflect years of refinement through the literally hundreds of projects the Department delivers each year. In addition, the standards are the result of countless hours of development and review by both our internal WSDOT staff as well as our industry partners through the joint WSDOT/Associated General Contractors Standing Committees.

Finally, these standards reflect the contracting philosophy and balance of risk-allocation that the Department has adopted through the years. We believe that this balance of risks provides us the lowest final cost solution to our transportation needs. For example, shifting risk to the Contractor can provide more certainty on final cost, but may result in higher initial cost. On the other hand, accepting more risk by the owner can result in lower initial costs, but less certainty on the final cost. We at the Department of Transportation believe that we have reached the optimum point of balance for risk, and we will continue to consider this balance on all future specification revisions.

The language above indicates that these specifications are to be used only as a guideline during the design process, and that is true. Once they have been incorporated into a Contract, however, they become the legal and enforceable language of that Contract. The Standard Specifications, the Amendments to the Standards, and the Project Special Provisions, along with any attachments in the Contract documents, define a Contract and are no longer seen as guidelines. Rather, they are the written agreement, subject to revision only through the change order process.

This preface is for informational purposes only and is not to be used to interpret or affect the terms.

Jeff Carpenter, P.E. State Construction Engineer

Page ii 2014 Standard Specifications M 41-10

Foreword

2014 Standard Specifications M 41-10 Page 1

2014 Standard Specifications

Division 1 General Requirements

Division 2 Earthwork

Division 3 Aggregate Production and Acceptance

Division 4 Bases

Division 5 Surface Treatments and Pavements

Division 6 Structures

Division 7 Drainage Structures, Storm Sewers, Sanitary Sewers, Water Mains, and Conduits

Division 8 Miscellaneous Construction

Division 9 Materials

Index

Contents

Page 2 2014 Standard Specifications M 41-10

Contents


Division 1 General Requirements1-01 DefinitionsandTerms ................................................................................................ 1-1

1-01.1 General ......................................................................................................... 1-11-01.2 Abbreviations ............................................................................................... 1-1

1-01.2(1) Associations and Miscellaneous .............................................. 1-11-01.2(2) Items of Work and Units of Measurement ............................... 1-2

1-01.3 Definitions .................................................................................................... 1-31-02 Bid Procedures and Conditions ................................................................................ 1-7

1-02.1 PrequalificationofBidders .......................................................................... 1-71-02.2 PlansandSpecifications ............................................................................... 1-81-02.3 Estimated Quantities .................................................................................... 1-81-02.4 ExaminationofPlans,Specifications,andSiteofWork .............................. 1-8

1-02.4(1) General ..................................................................................... 1-81-02.4(2) Subsurface Information .......................................................... 1-10

1-02.5 Proposal Forms .......................................................................................... 1-101-02.6 Preparation of Proposal .............................................................................. 1-101-02.7 BidDeposit ................................................................................................ 1-111-02.8 NoncollusionDeclarationandLobbyingCertification .............................. 1-11

1-02.8(1) Noncollusion Declaration ...................................................... 1-111-02.8(2) LobbyingCertification ........................................................... 1-12

1-02.9 Delivery of Proposal .................................................................................. 1-121-02.10 Withdrawing, Revising, or Supplementing Proposal ................................. 1-131-02.11 Combination and Multiple Proposals ......................................................... 1-131-02.12 Public Opening of Proposals ...................................................................... 1-141-02.13 Irregular Proposals ..................................................................................... 1-141-02.14 DisqualificationofBidders ........................................................................ 1-151-02.15 Pre-Award Information .............................................................................. 1-15

1-03 Award and Execution of Contract .......................................................................... 1-161-03.1 ConsiderationofBids ................................................................................ 1-16

1-03.1(1) IdenticalBidTotals ................................................................ 1-161-03.2 Award of Contract ...................................................................................... 1-161-03.3 Execution of Contract ................................................................................ 1-171-03.4 ContractBond ............................................................................................ 1-171-03.5 Failure to Execute Contract ....................................................................... 1-171-03.6 ReturnofBidDeposit ................................................................................ 1-181-03.7 Judicial Review .......................................................................................... 1-18

1-04 Scope of the Work .................................................................................................... 1-191-04.1 Intent of the Contract ................................................................................. 1-19

1-04.1(1) BidItemsIncludedintheProposal ........................................ 1-191-04.1(2) BidItemsNotIncludedintheProposal ................................. 1-19

1-04.2 Coordination of Contract Documents, Plans, Special Provisions, Specifications,andAddenda ...................................................................... 1-19

1-04.3 Vacant ......................................................................................................... 1-191-04.4 Changes ...................................................................................................... 1-20

1-04.4(1) Minor Changes ....................................................................... 1-211-04.5 Procedure and Protest by the Contractor ................................................... 1-211-04.6 Variation in Estimated Quantities .............................................................. 1-221-04.7 Differing Site Conditions (Changed Conditions)....................................... 1-231-04.8 Progress Estimates and Payments .............................................................. 1-241-04.9 UseofBuildingsorStructures ................................................................... 1-241-04.10 Use of Materials Found on the Project ...................................................... 1-241-04.11 Final Cleanup ............................................................................................. 1-24

Contents


1-05 Control of Work ....................................................................................................... 1-251-05.1 Authority of the Engineer .......................................................................... 1-251-05.2 Authority of Assistants and Inspectors ...................................................... 1-251-05.3 Plans and Working Drawings ..................................................................... 1-261-05.4 Conformity With and Deviations From Plans and Stakes ......................... 1-261-05.5 Vacant ......................................................................................................... 1-271-05.6 Inspection of Work and Materials .............................................................. 1-271-05.7 Removal of Defective and Unauthorized Work ......................................... 1-281-05.8 Vacant ......................................................................................................... 1-281-05.9 Equipment .................................................................................................. 1-281-05.10 Guarantees .................................................................................................. 1-281-05.11 Final Inspection .......................................................................................... 1-281-05.12 Final Acceptance ........................................................................................ 1-281-05.13 Superintendents, Labor, and Equipment of Contractor .............................. 1-29

1-05.13(1) Emergency Contact List ......................................................... 1-291-05.14 Cooperation With Other Contractors ......................................................... 1-301-05.15 Method of Serving Notices ........................................................................ 1-30

1-06 Control of Material .................................................................................................. 1-311-06.1 Approval of Materials Prior to Use ............................................................ 1-31

1-06.1(1) QualifiedProductsList(QPL) ............................................... 1-311-06.1(2) Request for Approval of Material (RAM) ............................. 1-311-06.1(3) Aggregate Source Approval (ASA) Database ........................ 1-321-06.1(4) Fabrication Inspection Expense ............................................. 1-32

1-06.2 Acceptance of Materials ............................................................................ 1-331-06.2(1) SamplesandTestsforAcceptance ......................................... 1-331-06.2(2) Statistical Evaluation of Materials for Acceptance ................ 1-34

1-06.2(2)A General ............................................................. 1-341-06.2(2)B FinancialIncentive ........................................... 1-361-06.2(2)C Removed and Rejected Materials .................... 1-371-06.2(2)D Quality Level Analysis ..................................... 1-37

1-06.3 ManufacturersCertificateofCompliance ................................................. 1-391-06.4 Handling and Storing Materials ................................................................. 1-391-06.5 Owners Manuals and Operating Instructions ............................................. 1-391-06.6 Vacant ......................................................................................................... 1-39

1-07 Legal Relations and Responsibilities to the Public ............................................... 1-401-07.1 Laws to be Observed .................................................................................. 1-401-07.2 StateTaxes ................................................................................................. 1-41

1-07.2(1) StateSalesTax:WorkPerformedonCity,County,orFederally-Owned Land .......................................................... 1-41

1-07.2(2) StateSalesTax:WorkonState-OwnedorPrivateLand ........ 1-411-07.2(3) Services .................................................................................. 1-41

1-07.3 ForestProtectionandMerchantableTimberRequirements ....................... 1-421-07.3(1) Forest Fire Prevention ............................................................ 1-421-07.3(2) MerchantableTimberRequirements ...................................... 1-42

1-07.4 Sanitation ................................................................................................... 1-421-07.4(1) General ................................................................................... 1-421-07.4(2) Health Hazards ....................................................................... 1-42

1-07.5 Environmental Regulations ........................................................................ 1-421-07.5(1) General ................................................................................... 1-421-07.5(2) State Department of Fish and Wildlife ................................... 1-431-07.5(3) State Department of Ecology ................................................. 1-431-07.5(4) Air Quality ............................................................................. 1-44

1-07.6 Permits and Licenses .................................................................................. 1-44

Contents


1-07.7 Load Limits ................................................................................................ 1-441-07.7(1) General ................................................................................... 1-441-07.7(2) Load-Limit Restrictions ......................................................... 1-45

1-07.8 High-Visibility Apparel .............................................................................. 1-451-07.8(1) TrafficControlPersonnel ....................................................... 1-461-07.8(2) Non-TrafficControlPersonnel ............................................... 1-46

1-07.9 Wages ......................................................................................................... 1-461-07.9(1) General ................................................................................... 1-461-07.9(2) Posting Notices ...................................................................... 1-481-07.9(3) Apprentices ............................................................................ 1-481-07.9(4) Disputes.................................................................................. 1-481-07.9(5) Required Documents .............................................................. 1-481-07.9(6) Audits ..................................................................................... 1-49

1-07.10 WorkersBenefits ....................................................................................... 1-491-07.11 Requirements for Nondiscrimination ......................................................... 1-50

1-07.11(1) General Application ............................................................... 1-501-07.11(2) Contractual Requirements ...................................................... 1-50

1-07.11(2)A Equal Employment Opportunity (EEO) Responsibilities ................................................ 1-51

1-07.11(3) EqualEmploymentOpportunityOfficer ................................ 1-521-07.11(4) Dissemination of Policy ......................................................... 1-52

1-07.11(4)A Supervisory Personnel ..................................... 1-521-07.11(4)B Employees,Applicants,andPotential

Employees ........................................................ 1-521-07.11(5) Sanctions ................................................................................ 1-531-07.11(6) Incorporation of Provisions .................................................... 1-531-07.11(7) Vacant ..................................................................................... 1-531-07.11(8) Vacant ..................................................................................... 1-531-07.11(9) Subcontracting, Procurement of Materials, and Leasing

of Equipment .......................................................................... 1-531-07.11(10) Records and Reports .............................................................. 1-53

1-07.11(10)A General ............................................................. 1-531-07.11(10)BRequiredRecordsandRetention ..................... 1-54

1-07.12 Federal Agency Inspection ......................................................................... 1-541-07.13 Contractors Responsibility for Work ........................................................ 1-54

1-07.13(1) General ................................................................................... 1-541-07.13(2) Relief of Responsibility for Completed Work ....................... 1-551-07.13(3) ReliefofResponsibilityforDamagebyPublicTraffic ......... 1-551-07.13(4) Repair of Damage .................................................................. 1-55

1-07.14 Responsibility for Damage ........................................................................ 1-551-07.15 TemporaryWaterPollution/ErosionControl ............................................. 1-57

1-07.15(1) Spill Prevention, Control, and Countermeasures Plan ........... 1-571-07.16 Protection and Restoration of Property ...................................................... 1-60

1-07.16(1) Private/PublicProperty .......................................................... 1-601-07.16(2) Vegetation Protection and Restoration ................................... 1-61

1-07.16(2)A Wetland and Sensitive Area Protection ............ 1-611-07.16(3) Fences, Mailboxes, Incidentals .............................................. 1-611-07.16(4) Archaeological and Historical Objects .................................. 1-62

1-07.16(4)A Inadvertent Discovery of Human Skeletal Remains ............................................................ 1-62

1-07.16(5) Payment .................................................................................. 1-62

Contents


1-07.17 Utilities and Similar Facilities ................................................................... 1-621-07.17(1) Utility Construction, Removal, or Relocation by the

Contractor .............................................................................. 1-621-07.17(2) Utility Construction, Removal, or Relocation by Others ....... 1-63

1-07.18 Public Liability and Property Damage Insurance ...................................... 1-631-07.19 Gratuities .................................................................................................... 1-651-07.20 Patented Devices, Materials, and Processes .............................................. 1-661-07.21 Rock Drilling Safety Requirements ........................................................... 1-661-07.22 Use of Explosives ...................................................................................... 1-661-07.23 Public Convenience and Safety ................................................................. 1-66

1-07.23(1) ConstructionUnderTraffic .................................................... 1-661-07.23(2) Construction and Maintenance of Detours ............................ 1-68

1-07.24 Rights of Way ............................................................................................. 1-691-07.25 OpeningofSectionstoTraffic ................................................................... 1-691-07.26 PersonalLiabilityofPublicOfficers .......................................................... 1-691-07.27 No Waiver of States Legal Rights ............................................................. 1-69

1-08 Prosecution and Progress ........................................................................................ 1-701-08.1 Subcontracting ........................................................................................... 1-70

1-08.1(1) Subcontract Completion and Return of Retainage Withheld . 1-711-08.2 Assignment ................................................................................................ 1-721-08.3 Progress Schedule ...................................................................................... 1-72

1-08.3(1) General Requirements ............................................................ 1-721-08.3(2) ProgressScheduleTypes ........................................................ 1-73

1-08.3(2)A TypeAProgressSchedule ................................ 1-731-08.3(2)B TypeBProgressSchedule ............................... 1-731-08.3(2)C Vacant ............................................................... 1-731-08.3(2)D Weekly Look-Ahead Schedule ......................... 1-74

1-08.3(3) Schedule Updates ................................................................... 1-741-08.3(4) Measurement .......................................................................... 1-741-08.3(5) Payment .................................................................................. 1-74

1-08.4 Prosecution of Work ................................................................................... 1-751-08.5 TimeforCompletion .................................................................................. 1-751-08.6 Suspension of Work ................................................................................... 1-761-08.7 Maintenance During Suspension ............................................................... 1-771-08.8 ExtensionsofTime .................................................................................... 1-771-08.9 Liquidated Damages .................................................................................. 1-791-08.10 TerminationofContract ............................................................................. 1-80

1-08.10(1) TerminationforDefault ......................................................... 1-801-08.10(2) TerminationforPublicConvenience ..................................... 1-811-08.10(3) TerminationforPublicConveniencePaymentRequest ........ 1-811-08.10(4) PaymentforTerminationforPublicConvenience ................. 1-821-08.10(5) Responsibility of the Contractor and Surety .......................... 1-82

1-09 Measurement and Payment..................................................................................... 1-831-09.1 Measurement of Quantities ........................................................................ 1-831-09.2 Weighing Equipment.................................................................................. 1-84

1-09.2(1) General Requirements for Weighing Equipment ................... 1-841-09.2(2) SpecificRequirementsforBatchingScales ........................... 1-851-09.2(3) SpecificRequirementsforPlatformScales ............................ 1-851-09.2(4) SpecificRequirementsforBeltConveyorScales .................. 1-861-09.2(5) Measurement .......................................................................... 1-861-09.2(6) Payment .................................................................................. 1-87

1-09.3 Scope of Payment ...................................................................................... 1-871-09.4 Equitable Adjustment ................................................................................. 1-881-09.5 DeletedorTerminatedWork ...................................................................... 1-88

Contents


1-09.6 Force Account ............................................................................................ 1-891-09.7 Mobilization ............................................................................................... 1-921-09.8 Payment for Material on Hand ................................................................... 1-921-09.9 Payments .................................................................................................... 1-93

1-09.9(1) Retainage ................................................................................ 1-941-09.10 Payment for Surplus Processed Materials .................................................. 1-951-09.11 Disputes and Claims .................................................................................. 1-95

1-09.11(1) DisputesReviewBoard .......................................................... 1-951-09.11(1)A DisputesReviewBoardMembership .............. 1-961-09.11(1)B DisputesReviewBoardProcedures ................. 1-97

1-09.11(2) Claims .................................................................................... 1-981-09.11(3) TimeLimitationandJurisdiction ......................................... 1-100

1-09.12 Audits ....................................................................................................... 1-1001-09.12(1) General ................................................................................. 1-1001-09.12(2) Claims .................................................................................. 1-1001-09.12(3) Required Documents for Audits ........................................... 1-101

1-09.13 Claims Resolution .................................................................................... 1-1011-09.13(1) General ................................................................................. 1-1011-09.13(2) Nonbinding Alternative Disputes Resolution (ADR) .......... 1-1021-09.13(3) Claims $250,000 or Less ...................................................... 1-102

1-09.13(3)A Administration of Arbitration ........................ 1-1021-09.13(3)B ProcedurestoPursueArbitration ................... 1-102

1-09.13(4) Claims in Excess of $250,000 .............................................. 1-1031-10 TemporaryTrafficControl .................................................................................... 1-104

1-10.1 General ..................................................................................................... 1-1041-10.1(1) Materials .............................................................................. 1-1041-10.1(2) Description ........................................................................... 1-104

1-10.2 TrafficControlManagement .................................................................... 1-1051-10.2(1) General ................................................................................. 1-105

1-10.2(1)A TrafficControlManagement .......................... 1-1061-10.2(1)B TrafficControlSupervisor ............................. 1-106

1-10.2(2) TrafficControlPlans ............................................................ 1-1071-10.2(3) Conformance to Established Standards ............................... 1-108

1-10.3 TrafficControlLabor,Procedures,andDevices ...................................... 1-1091-10.3(1) TrafficControlLabor ........................................................... 1-109

1-10.3(1)A Flaggers and Spotters ..................................... 1-1091-10.3(1)B OtherTrafficControlLabor ........................... 1-109

1-10.3(2) TrafficControlProcedures ................................................... 1-1101-10.3(2)A One-WayTrafficControl ............................... 1-1101-10.3(2)B RollingSlowdown ......................................... 1-1101-10.3(2)C LaneClosureSetup/Takedown .......................1-1111-10.3(2)D Mobile Operations ..........................................1-1111-10.3(2)E PatrolandMaintainTrafficControlMeasures 1-111

1-10.3(3) TrafficControlDevices ........................................................ 1-1121-10.3(3)A Construction Signs ......................................... 1-1121-10.3(3)B SequentialArrowSigns .................................. 1-1121-10.3(3)C Portable Changeable Message Sign ............... 1-1131-10.3(3)D Barricades ...................................................... 1-1131-10.3(3)E TrafficSafetyDrums ...................................... 1-1131-10.3(3)F BarrierDrums ................................................ 1-1131-10.3(3)G TrafficConesandTallChannelizingDevices 1-1141-10.3(3)H TubularMarkers ............................................. 1-1141-10.3(3)I Warning Lights and Flashers.......................... 1-1141-10.3(3)J TransportableAttenuator ................................ 1-1141-10.3(3)K PortableTemporaryTrafficControlSignal .... 1-114

Contents


1-10.4 Measurement ............................................................................................ 1-1151-10.4(1) LumpSumBidforProject(NoUnitItems) ........................ 1-1151-10.4(2) ItemBidsWithLumpSumforIncidentals .......................... 1-1151-10.4(3) ReinstatingUnitItemsWithLumpSumTrafficControl ..... 1-1161-10.4(4) Owner-Provided Resources.................................................. 1-116

1-10.5 Payment .................................................................................................... 1-1171-10.5(1) LumpSumBidforProject(NoUnitItems) ........................ 1-1171-10.5(2) ItemBidsWithLumpSumforIncidentals .......................... 1-1171-10.5(3) ReinstatingUnitItemsWithLumpSumTrafficControl ..... 1-118

Contents


Division 2 Earthwork2-01 Clearing, Grubbing, and Roadside Cleanup ........................................................... 2-1

2-01.1 Description ................................................................................................... 2-12-01.2 Disposal of Usable Material and Debris ...................................................... 2-1

2-01.2(1) DisposalMethodNo.1OpenBurning ................................. 2-12-01.2(2) Disposal Method No. 2 Waste Site ....................................... 2-12-01.2(3) Disposal Method No. 3 Chipping ......................................... 2-2

2-01.3 Construction Requirements .......................................................................... 2-22-01.3(1) Clearing .................................................................................... 2-22-01.3(2) Grubbing .................................................................................. 2-22-01.3(3) Vacant ....................................................................................... 2-32-01.3(4) Roadside Cleanup .................................................................... 2-3

2-01.4 Measurement ................................................................................................ 2-32-01.5 Payment ........................................................................................................ 2-3

2-02 Removal of Structures and Obstructions................................................................. 2-42-02.1 Description ................................................................................................... 2-42-02.2 Vacant ........................................................................................................... 2-42-02.3 Construction Requirements .......................................................................... 2-4

2-02.3(1) Removal of Foundations .......................................................... 2-42-02.3(2) RemovalofBridges,BoxCulverts,andOtherDrainage

Structures ................................................................................. 2-42-02.3(3) Removal of Pavement, Sidewalks, Curbs, and Gutters ........... 2-5

2-02.4 Vacant ........................................................................................................... 2-52-02.5 Payment ........................................................................................................ 2-5

2-03 Roadway Excavation and Embankment .................................................................. 2-62-03.1 Description ................................................................................................... 2-62-03.2 Vacant ........................................................................................................... 2-62-03.3 Construction Requirements .......................................................................... 2-6

2-03.3(1) Widening of Cuts ..................................................................... 2-62-03.3(2) Rock Cuts ................................................................................. 2-62-03.3(3) ExcavationBelowSubgrade .................................................... 2-82-03.3(4) Sluicing .................................................................................... 2-92-03.3(5) SlopeTreatment ....................................................................... 2-92-03.3(6) Deposit of Rock for the Contracting Agencys Use ................. 2-92-03.3(7) Disposal of Surplus Material ................................................... 2-9

2-03.3(7)A General ............................................................... 2-92-03.3(7)B Haul .................................................................... 2-92-03.3(7)C Contractor-Provided Disposal Site................... 2-10

2-03.3(8) Wasting Material .................................................................... 2-102-03.3(9) Roadway Ditches ................................................................... 2-102-03.3(10) Selected Material ................................................................... 2-102-03.3(11) Slides ...................................................................................... 2-112-03.3(12) Overbreak ............................................................................... 2-112-03.3(13) Borrow ................................................................................... 2-112-03.3(14) Embankment Construction ..................................................... 2-12

2-03.3(14)A Rock Embankment Construction ..................... 2-122-03.3(14)B EarthEmbankmentConstruction ..................... 2-132-03.3(14)C Compacting Earth Embankments .................... 2-132-03.3(14)D CompactionandMoistureControlTests ......... 2-142-03.3(14)E Unsuitable Foundation Excavation .................. 2-152-03.3(14)F Displacement of Unsuitable Foundation

Materials .......................................................... 2-152-03.3(14)G Backfilling ........................................................ 2-152-03.3(14)H Prefabricated Vertical Drains ........................... 2-152-03.3(14)I EmbankmentsatBridgeandTrestleEnds ....... 2-16

Contents


2-03.3(14)J GravelBorrowIncludingHaul ........................ 2-172-03.3(14)K SelectorCommonBorrowIncludingHaul ..... 2-172-03.3(14)L Embankment Widening for Guardrail .............. 2-172-03.3(14)M Excavation of Channels and Ditches ............... 2-17

2-03.3(15) Aeration .................................................................................. 2-182-03.3(16) End Slopes ............................................................................. 2-182-03.3(17) Snow Removal ....................................................................... 2-182-03.3(18) Stepped Slope Construction ................................................... 2-18

2-03.4 Measurement .............................................................................................. 2-192-03.5 Payment ...................................................................................................... 2-20

2-04 Haul ........................................................................................................................... 2-222-04.1 Description ................................................................................................. 2-222-04.2 Vacant ......................................................................................................... 2-222-04.3 Vacant ......................................................................................................... 2-222-04.4 Measurement .............................................................................................. 2-222-04.5 Payment ...................................................................................................... 2-22

2-05 Vacant ........................................................................................................................ 2-232-06 Subgrade Preparation.............................................................................................. 2-24

2-06.1 Description ................................................................................................. 2-242-06.2 Vacant ......................................................................................................... 2-242-06.3 Construction Requirements ........................................................................ 2-24

2-06.3(1) Subgrade for Surfacing .......................................................... 2-242-06.3(2) Subgrade for Pavement .......................................................... 2-24

2-06.4 Vacant ......................................................................................................... 2-242-06.5 Measurement and Payment ........................................................................ 2-25

2-06.5(1) Subgrade Constructed Under Same Contract ........................ 2-252-06.5(2) Subgrade Not Constructed Under Same Contract ................. 2-25

2-07 Watering .................................................................................................................... 2-262-07.1 Description ................................................................................................. 2-262-07.2 Vacant ......................................................................................................... 2-262-07.3 Construction Requirements ........................................................................ 2-262-07.4 Measurement .............................................................................................. 2-262-07.5 Payment ...................................................................................................... 2-26

2-08 Vacant ........................................................................................................................ 2-272-09 Structure Excavation ............................................................................................... 2-28

2-09.1 Description ................................................................................................. 2-282-09.2 Materials .................................................................................................... 2-282-09.3 Construction Requirements ........................................................................ 2-28

2-09.3(1) General Requirements ............................................................ 2-282-09.3(1)A Staking, Cross-Sectioning, and Inspecting ...... 2-282-09.3(1)B DepthofExcavation ........................................ 2-282-09.3(1)C RemovalofUnstableBaseMaterial ................ 2-282-09.3(1)D Disposal of Excavated Material ....................... 2-282-09.3(1)E Backfilling ........................................................ 2-292-09.3(1)F Items to Remain ............................................... 2-30

2-09.3(2) ClassificationofStructureExcavation ................................... 2-302-09.3(3) Construction Requirements, Structure Excavation, Class A .. 2-30

2-09.3(3)A Preservation of Channel ................................... 2-302-09.3(3)B Excavation Using Open Pits Extra Excavation 2-312-09.3(3)C Preparation for Placing Foundations ................ 2-322-09.3(3)D Shoring and Cofferdams .................................. 2-322-09.3(3)E BearingTests .................................................... 2-35

2-09.3(4) ConstructionRequirements,StructureExcavation,ClassB .. 2-352-09.4 Measurement .............................................................................................. 2-352-09.5 Payment ...................................................................................................... 2-36

Contents


2-10 Vacant ........................................................................................................................ 2-382-11 Trimming and Cleanup ........................................................................................... 2-39

2-11.1 Description ................................................................................................. 2-392-11.2 Vacant ......................................................................................................... 2-392-11.3 Construction Requirements ........................................................................ 2-392-11.4 Vacant ......................................................................................................... 2-392-11.5 Payment ...................................................................................................... 2-39

2-12 Construction Geosynthetic ...................................................................................... 2-402-12.1 Description ................................................................................................. 2-402-12.2 Materials .................................................................................................... 2-402-12.3 Construction Requirements ........................................................................ 2-40

2-12.3(1) Underground Drainage ........................................................... 2-412-12.3(2) Separation .............................................................................. 2-412-12.3(3) Soil Stabilization .................................................................... 2-412-12.3(4) Permanent Erosion Control and Ditch Lining ....................... 2-41


Contents


Division 3 Aggregate Production and Acceptance3-01 Production From Quarry and Pit Sites .................................................................... 3-1

3-01.1 Description ................................................................................................... 3-13-01.2 Material Sources, General Requirements .................................................... 3-1

3-01.2(1) Approval of Source .................................................................. 3-13-01.2(2) Preparation of Site .................................................................... 3-13-01.2(3) Stripping Quarries and Pits ...................................................... 3-13-01.2(4) Production Requirements ......................................................... 3-13-01.2(5) Final Cleanup ........................................................................... 3-2

3-01.3 State Furnished Material Sources ................................................................ 3-23-01.3(1) Quality and Extent of Material ................................................ 3-23-01.3(2) WhenMoreThanOneSiteisProvided ................................... 3-23-01.3(3) Reject Materials ....................................................................... 3-33-01.3(4) Surplus Screenings ................................................................... 3-33-01.3(5) Moving Plant ............................................................................ 3-3

3-01.4 Contractor Furnished Material Sources ....................................................... 3-43-01.4(1) Acquisition and Development .................................................. 3-43-01.4(2) Surplus Screenings ................................................................... 3-53-01.4(3) Substitution of Gravel Deposit in Lieu of Ledge Rock

orTalusSourceProvidedbytheContractingAgency ............. 3-53-01.4(4) GravelBase .............................................................................. 3-5


3-02 Stockpiling Aggregates .............................................................................................. 3-63-02.1 Description ................................................................................................... 3-63-02.2 General Requirements .................................................................................. 3-6

3-02.2(1) Stockpile Sites Provided by the Contracting Agency .............. 3-63-02.2(2) Stockpile Site Provided by the Contractor ............................... 3-63-02.2(3) Stockpiling Aggregates for Future Use .................................... 3-63-02.2(4) Stockpiling Aggregates for Immediate Use ............................. 3-63-02.2(5) Preparation of Site .................................................................... 3-73-02.2(6) Construction of Stockpiles ....................................................... 3-73-02.2(7) Removing Aggregates From Stockpiles ................................... 3-7

3-02.3 AdditionalRequirementsforSpecificAggregates ....................................... 3-83-02.3(1) Washed Aggregates .................................................................. 3-8


3-03 Site Reclamation ......................................................................................................... 3-93-03.1 Description ................................................................................................... 3-93-03.2 General Requirements .................................................................................. 3-9

3-03.2(1) Contracting Agency-Provided Sites ......................................... 3-93-03.2(2) Contractor-Provided Sites ........................................................ 3-93-03.2(3) Out-of-State Sites ..................................................................... 3-9

3-03.3 Reclamation Plans ........................................................................................ 3-93-03.3(1) Contracting Agency-Provided Sites ......................................... 3-93-03.3(2) Contractor-Provided Sites ...................................................... 3-10

3-03.4 Construction Requirements ........................................................................ 3-103-03.4(1) Erosion Control ...................................................................... 3-103-03.4(2) Deviations From Approved Reclamation Plans ..................... 3-10

3-03.5 Payment ...................................................................................................... 3-103-03.5(1) Contracting Agency-Provided Sites ....................................... 3-103-03.5(2) Contractor-Provided Sites ...................................................... 3-10

Contents


3-04 Acceptance of Aggregate ......................................................................................... 3-113-04.1 Description ................................................................................................. 3-113-04.2 Materials .................................................................................................... 3-113-04.3 Construction Requirements ........................................................................ 3-11

3-04.3(1) General ................................................................................... 3-113-04.3(2) Point of Acceptance ............................................................... 3-113-04.3(3) Sampling ................................................................................ 3-113-04.3(4) TestingResults ....................................................................... 3-113-04.3(5) Nonstatistical Evaluation ....................................................... 3-113-04.3(6) Statistical Evaluation ............................................................. 3-123-04.3(7) Rejected Work ........................................................................ 3-12

3-04.3(7)A General ............................................................. 3-123-04.3(7)B RejectionbyContractor ................................... 3-123-04.3(7)C RejectionWithoutTesting ................................ 3-123-04.3(7)D Lots and Sublots .............................................. 3-12

3-04.3(8) Price Adjustments for Quality of Aggregate .......................... 3-133-04.4 Vacant ......................................................................................................... 3-133-04.5 Payment ...................................................................................................... 3-13

Contents


Division 4 Bases4-01 Vacant .......................................................................................................................... 4-14-02 Gravel Base ................................................................................................................. 4-2

4-02.1 Description ................................................................................................... 4-24-02.2 Materials ...................................................................................................... 4-24-02.3 Construction Requirements .......................................................................... 4-24-02.4 Measurement ................................................................................................ 4-24-02.5 Payment ........................................................................................................ 4-2

4-03 Vacant .......................................................................................................................... 4-34-04 Ballast and Crushed Surfacing ................................................................................. 4-4

4-04.1 Description ................................................................................................... 4-44-04.2 Materials ...................................................................................................... 4-44-04.3 Construction Requirements .......................................................................... 4-4

4-04.3(1) Equipment ................................................................................ 4-44-04.3(2) Subgrade .................................................................................. 4-44-04.3(3) Mixing ...................................................................................... 4-44-04.3(4) Placing and Spreading .............................................................. 4-54-04.3(5) Shaping and Compaction ......................................................... 4-54-04.3(6) Keystone .................................................................................. 4-54-04.3(7) Miscellaneous Requirements ................................................... 4-64-04.3(8) Weather Limitations ................................................................. 4-64-04.3(9) Hauling ..................................................................................... 4-64-04.3(10) Hours of Work .......................................................................... 4-64-04.3(11) PermeableBallast ..................................................................... 4-6


Contents


Division 5 Surface Treatments and Pavements5-01 Cement Concrete Pavement Rehabilitation ............................................................ 5-1

5-01.1 Description ................................................................................................... 5-15-01.2 Materials ...................................................................................................... 5-15-01.3 Construction Requirements .......................................................................... 5-1

5-01.3(1) Vacant ....................................................................................... 5-15-01.3(1)A Concrete Mix Designs ........................................ 5-15-01.3(1)B Equipment .......................................................... 5-2

5-01.3(2) Material Acceptance ................................................................. 5-25-01.3(2)A Concrete Patching Material ................................ 5-25-01.3(2)B PortlandCementConcrete ................................. 5-2

5-01.3(3) Vacant ....................................................................................... 5-35-01.3(4) Replace Portland Cement Concrete Panel ............................... 5-35-01.3(5) Partial Depth Spall Repair ....................................................... 5-45-01.3(6) DowelBarRetrofit ................................................................... 5-55-01.3(7) Sealing Existing Concrete Random Cracks ............................. 5-65-01.3(8) SealingExistingTransverseandLongitudinalJoints .............. 5-65-01.3(9) Portland Cement Concrete Pavement Grinding ....................... 5-6

5-01.3(9)A Surface Finish .................................................... 5-75-01.3(10) Pavement Smoothness ............................................................. 5-75-01.3(11) Concrete Slurry and Grinding Residue .................................... 5-7


5-02 Bituminous Surface Treatment ................................................................................. 5-95-02.1 Description ................................................................................................... 5-9

5-02.1(1) New Construction .................................................................... 5-95-02.1(2) Seal Coats ................................................................................. 5-95-02.1(3) Pavement Sealers Fog Seal ................................................... 5-9

5-02.2 Materials ...................................................................................................... 5-95-02.3 Construction Requirements .......................................................................... 5-9

5-02.3(1) Equipment ................................................................................ 5-95-02.3(2) Preparation of Roadway Surface ........................................... 5-10

5-02.3(2)A New Construction ............................................ 5-105-02.3(2)B SealCoats ......................................................... 5-105-02.3(2)C Pavement Sealing Fog Seal ........................... 5-105-02.3(2)D Soil Residual Herbicide ................................... 5-10

5-02.3(3) ApplicationofEmulsifiedAsphaltandAggregate ................. 5-105-02.3(4) Vacant ..................................................................................... 5-125-02.3(5) Application of Aggregates ..................................................... 5-125-02.3(6) AdditionalEmulsifiedAsphaltandAggregate ....................... 5-135-02.3(7) Patching and Correction of Defects ....................................... 5-135-02.3(8) Progress of Work .................................................................... 5-135-02.3(9) Protection of Structures .......................................................... 5-135-02.3(10) Unfavorable Weather ............................................................. 5-145-02.3(11) TemporaryRaisedPavementMarkings ................................. 5-14


5-03 Vacant ........................................................................................................................ 5-16

Contents


5-04 Hot Mix Asphalt ....................................................................................................... 5-175-04.1 Description ................................................................................................. 5-175-04.2 Materials .................................................................................................... 5-175-04.3 Construction Requirements ........................................................................ 5-17

5-04.3(1) Hot Mix Asphalt Mixing Plant ............................................... 5-175-04.3(2) Hauling Equipment ................................................................ 5-185-04.3(3) Hot Mix Asphalt Pavers ......................................................... 5-18

5-04.3(3)A MaterialTransferDevice/Vehicle .................... 5-195-04.3(4) Rollers .................................................................................... 5-195-04.3(5) Conditioning of Existing Surface ........................................... 5-20

5-04.3(5)A Preparation of Existing Surfaces ...................... 5-205-04.3(5)B PreparationofUntreatedRoadway .................. 5-205-04.3(5)C Crack Sealing ................................................... 5-215-04.3(5)D Soil Residual Herbicide ................................... 5-215-04.3(5)E Pavement Repair .............................................. 5-21

5-04.3(6) Vacant ..................................................................................... 5-215-04.3(7) Preparation of Aggregates ...................................................... 5-22

5-04.3(7)A Mix Design....................................................... 5-225-04.3(8) Mixing .................................................................................... 5-23

5-04.3(8)A AcceptanceSamplingandTesting HMA Mixture................................................... 5-23

5-04.3(9) Spreading and Finishing ........................................................ 5-255-04.3(10) Compaction ............................................................................ 5-25

5-04.3(10)A General ............................................................. 5-255-04.3(10)B Control ............................................................. 5-25

5-04.3(11) Reject Work ............................................................................ 5-265-04.3(11)A General ............................................................. 5-265-04.3(11)B RejectionbyContractor ................................... 5-275-04.3(11)C RejectionWithoutTesting ................................ 5-275-04.3(11)D General ............................................................. 5-27

5-04.3(12) Joints ...................................................................................... 5-285-04.3(12)A TransverseJoints .............................................. 5-285-04.3(12)B LongitudinalJoints........................................... 5-28

5-04.3(13) Surface Smoothness ............................................................... 5-285-04.3(14) PlaningBituminousPavement ............................................... 5-295-04.3(15) HMA Road Approaches ......................................................... 5-295-04.3(16) Weather Limitations ............................................................... 5-295-04.3(17) PavingUnderTraffic .............................................................. 5-305-04.3(18) Vacant ..................................................................................... 5-305-04.3(19) Sealing of Pavement Surfaces ............................................... 5-305-04.3(20) Anti-Stripping Additive ......................................................... 5-305-04.3(21) Vacant ..................................................................................... 5-30


5-04.5(1) Quality Assurance Price Adjustments .................................... 5-325-04.5(1)A Price Adjustments for Quality of HMA

Mixture ............................................................. 5-325-04.5(1)B PriceAdjustmentsforQualityof

HMA Compaction ............................................ 5-33

Contents


5-05 Cement Concrete Pavement .................................................................................... 5-345-05.1 Description ................................................................................................. 5-345-05.2 Materials .................................................................................................... 5-345-05.3 Construction Requirements ........................................................................ 5-34

5-05.3(1) Concrete Mix Design for Paving ........................................... 5-345-05.3(2) Consistency ............................................................................ 5-355-05.3(3) Equipment .............................................................................. 5-35

5-05.3(3)A BatchingPlantandEquipment ......................... 5-365-05.3(3)B MixingEquipment ........................................... 5-365-05.3(3)C Finishing Equipment ........................................ 5-365-05.3(3)D Joint Sawing Equipment .................................. 5-365-05.3(3)E SmoothnessTestingEquipment ....................... 5-37

5-05.3(4) MeasuringandBatchingMaterials ........................................ 5-375-05.3(4)A Acceptance of Portland Cement Concrete

Pavement .......................................................... 5-375-05.3(5) Mixing Concrete .................................................................... 5-39

5-05.3(5)A Limitations of Mixing ...................................... 5-395-05.3(6) Subgrade ................................................................................ 5-405-05.3(7) Placing, Spreading, and Compacting Concrete ...................... 5-40

5-05.3(7)A Slip-Form Construction ................................... 5-405-05.3(7)B StationarySideFormConstruction .................. 5-41

5-05.3(8) Joints ...................................................................................... 5-425-05.3(8)A Contraction Joints ............................................ 5-425-05.3(8)B SealingSawedContractionJoints .................... 5-425-05.3(8)C Construction Joints........................................... 5-425-05.3(8)D Isolation Joints ................................................. 5-42

5-05.3(9) Vacant ..................................................................................... 5-425-05.3(10) TieBarsandCorrosionResistantDowelBars ....................... 5-435-05.3(11) Finishing ................................................................................ 5-435-05.3(12) Surface Smoothness ............................................................... 5-445-05.3(13) Curing .................................................................................... 5-46

5-05.3(13)A Curing Compound ............................................ 5-465-05.3(13)B WhitePolyethyleneSheeting ........................... 5-475-05.3(13)C Wet Curing ....................................................... 5-47

5-05.3(14) Cold Weather Work ................................................................ 5-475-05.3(15) Concrete Pavement Construction in Adjacent Lanes ............. 5-475-05.3(16) Protection of Pavement .......................................................... 5-475-05.3(17) OpeningtoTraffic .................................................................. 5-485-05.3(18) Vacant ..................................................................................... 5-485-05.3(19) Vacant ..................................................................................... 5-485-05.3(20) Vacant ..................................................................................... 5-485-05.3(21) Vacant ..................................................................................... 5-485-05.3(22) Repair of Defective Pavement Slabs ...................................... 5-48


5-05.5(1) PavementThickness ............................................................... 5-505-05.5(1)A ThicknessDeficiencyof0.05FootorLess ...... 5-515-05.5(1)B ThicknessDeficiencyofMoreThan0.05Foot 5-51

Contents


Division 6 Structures6-01 General Requirements for Structures ...................................................................... 6-1

6-01.1 Description ................................................................................................... 6-16-01.2 Foundation Data ........................................................................................... 6-16-01.3 Clearing the Site ........................................................................................... 6-16-01.4 Appearance of Structures ............................................................................. 6-16-01.5 Vacant ........................................................................................................... 6-16-01.6 LoadRestrictionsonBridgesUnderConstruction ...................................... 6-16-01.7 Navigable Streams ....................................................................................... 6-26-01.8 Approaches to Movable Spans ..................................................................... 6-26-01.9 Working Drawings ....................................................................................... 6-26-01.10 UtilitiesSupportedbyorAttachedtoBridges ............................................. 6-36-01.11 Name Plates ................................................................................................. 6-36-01.12 Final Cleanup ............................................................................................... 6-36-01.13 Vacant ........................................................................................................... 6-46-01.14 Premolded Joint Filler .................................................................................. 6-46-01.15 NormalTemperature .................................................................................... 6-4

6-02 Concrete Structures ................................................................................................... 6-56-02.1 Description ................................................................................................... 6-56-02.2 Materials ...................................................................................................... 6-56-02.3 Construction Requirements .......................................................................... 6-5

6-02.3(1) ClassificationofStructuralConcrete ....................................... 6-56-02.3(2) Proportioning Materials ........................................................... 6-5

6-02.3(2)A Contractor Mix Design ...................................... 6-66-02.3(2)B CommercialConcrete ........................................ 6-76-02.3(2)C Vacant ................................................................. 6-76-02.3(2)D Lean Concrete .................................................... 6-7

6-02.3(3) Admixtures ............................................................................... 6-76-02.3(4) Ready-Mix Concrete ................................................................ 6-8

6-02.3(4)A QualificationofConcreteSuppliers ................... 6-86-02.3(4)B JobsiteMixing .................................................... 6-96-02.3(4)C Consistency ........................................................ 6-96-02.3(4)D TemperatureandTimeForPlacement ............. 6-10

6-02.3(5) Acceptance of Concrete ......................................................... 6-106-02.3(5)A General ............................................................. 6-106-02.3(5)B CertificationofCompliance ............................. 6-116-02.3(5)C Conformance to Mix Design ............................ 6-126-02.3(5)D TestMethods .................................................... 6-126-02.3(5)E Point of Acceptance ......................................... 6-126-02.3(5)F Water/CementRatioConformance .................. 6-136-02.3(5)G SamplingandTestingFrequencyfor

Temperature,Consistency,andAirContent..... 6-136-02.3(5)H SamplingandTestingforCompressive

Strength and Initial Curing ............................... 6-136-02.3(5)I Vacant ............................................................... 6-146-02.3(5)J Vacant ............................................................... 6-146-02.3(5)K Rejecting Concrete ........................................... 6-146-02.3(5)L Concrete With Non-Conforming Strength ....... 6-14

6-02.3(6) Placing Concrete .................................................................... 6-146-02.3(6)A WeatherandTemperatureLimitstoProtect

Concrete ........................................................... 6-166-02.3(6)B PlacingConcreteinFoundationSeals ............. 6-196-02.3(6)C Dewatering Concrete Seals and Foundations .. 6-196-02.3(6)D Protection Against Vibration ............................ 6-19

Contents


6-02.3(7) Concrete Exposed to Sea Water ............................................. 6-206-02.3(8) Concrete Exposed to Alkaline Soils or Water ........................ 6-216-02.3(9) Vibration of Concrete ............................................................. 6-216-02.3(10) BridgeDecksandBridgeApproachSlabs ............................. 6-21

6-02.3(10)A Preconstruction Meeting .................................. 6-216-02.3(10)B ScreedRailSupports ........................................ 6-226-02.3(10)C Finishing Equipment ........................................ 6-226-02.3(10)D ConcretePlacement,Finishing,andTexturing 6-236-02.3(10)E Sidewalk .......................................................... 6-246-02.3(10)F BridgeApproachSlabOrientationand

Anchors ............................................................ 6-246-02.3(11) Curing Concrete ..................................................................... 6-25

6-02.3(11)A CuringandFinishingConcreteTrafficandPedestrianBarrier ............................................. 6-26

6-02.3(12) Construction Joints................................................................. 6-276-02.3(12)A Construction Joints in New Construction ........ 6-276-02.3(12)B ConstructionJointsBetweenExistingand

New Construction ............................................ 6-286-02.3(13) Expansion Joints .................................................................... 6-286-02.3(14) Finishing Concrete Surfaces .................................................. 6-28

6-02.3(14)A Class 1 Surface Finish ...................................... 6-296-02.3(14)B Class2SurfaceFinish ...................................... 6-296-02.3(14)C Pigmented Sealer for Concrete Surfaces .......... 6-29

6-02.3(15) Date Numerals ....................................................................... 6-306-02.3(16) Plans for Falsework and Formwork ....................................... 6-30

6-02.3(16)A Nonpreapproved Falsework and Formwork Plans ................................................................. 6-32

6-02.3(16)B PreapprovedFormworkPlans .......................... 6-336-02.3(17) Falsework and Formwork ...................................................... 6-33

6-02.3(17)A Design Loads ................................................... 6-346-02.3(17)B AllowableDesignStressesandDeflections ..... 6-366-02.3(17)C Falsework and Formwork at Special Locations 6-376-02.3(17)D FalseworkSupportSystems:Piling,

TemporaryConcreteFootings,TimberMudsills,ManufacturedShoringTowers,Caps, and Posts ................................................ 6-39

6-02.3(17)E Stringers,Beams,Joists,BridgeDeckSupport, and Deck Overhangs ......................... 6-46

6-02.3(17)F Bracing ............................................................. 6-476-02.3(17)G TestingFalseworkDevices .............................. 6-516-02.3(17)H Formwork Accessories ..................................... 6-526-02.3(17)I TimberConnections ......................................... 6-536-02.3(17)J Face Lumber, Studs, Wales, and Metal Forms . 6-576-02.3(17)K Concrete Forms on Steel Spans ....................... 6-596-02.3(17)L Finishing Machine Support System ................. 6-596-02.3(17)M Restricted Overhead Clearance Sign ............... 6-596-02.3(17)N Removal of Falsework and Forms ................... 6-606-02.3(17)O EarlyConcreteTestCylinderBreaks ............... 6-61

6-02.3(18) PlacingAnchorBolts ............................................................. 6-616-02.3(19) BridgeBearings ..................................................................... 6-62

6-02.3(19)A Vacant ............................................................... 6-626-02.3(19)B BridgeBearingAssemblies .............................. 6-62

6-02.3(20) GroutforAnchorBoltsandBridgeBearings ........................ 6-626-02.3(21) DrainageofBoxGirderCells ................................................ 6-62

Contents


6-02.3(22) Drainage of Substructure ....................................................... 6-636-02.3(23) OpeningtoTraffic .................................................................. 6-636-02.3(24) Reinforcement ........................................................................ 6-63

6-02.3(24)A FieldBending ................................................... 6-636-02.3(24)B ProtectionofMaterials ..................................... 6-646-02.3(24)C Placing and Fastening ...................................... 6-656-02.3(24)D Splicing ............................................................ 6-676-02.3(24)E Welding Reinforcing Steel ............................... 6-676-02.3(24)F Mechanical Splices .......................................... 6-686-02.3(24)G JobControlTests .............................................. 6-696-02.3(24)H Epoxy-CoatedSteelReinforcingBar ............... 6-69

6-02.3(25) Prestressed Concrete Girders ................................................. 6-706-02.3(25)A Shop Drawings ................................................. 6-716-02.3(25)B Casting ............................................................. 6-726-02.3(25)C Prestressing ...................................................... 6-736-02.3(25)D Curing .............................................................. 6-746-02.3(25)E Contractors Control Strength ........................... 6-746-02.3(25)F Prestress Release .............................................. 6-756-02.3(25)G Protection of Exposed Reinforcement ............. 6-766-02.3(25)H Finishing .......................................................... 6-766-02.3(25)I FabricationTolerances ..................................... 6-766-02.3(25)J Horizontal Alignment ....................................... 6-786-02.3(25)K GirderDeflection ............................................. 6-786-02.3(25)L Handling and Storage ....................................... 6-796-02.3(25)M Shipping ........................................................... 6-806-02.3(25)N Prestressed Concrete Girder Erection .............. 6-816-02.3(25)O DeckBulbTeeGirderFlangeConnection ....... 6-82

6-02.3(26) Cast-In-Place Prestressed Concrete ....................................... 6-836-02.3(26)A Shop Drawings ................................................. 6-836-02.3(26)B GeneralRequirementsforAnchorages ............ 6-846-02.3(26)C Normal Anchorage Devices ............................. 6-856-02.3(26)D Special Anchorage Devices .............................. 6-866-02.3(26)E Ducts ................................................................ 6-886-02.3(26)F Prestressing Reinforcement ............................. 6-916-02.3(26)G Tensioning ........................................................ 6-926-02.3(26)H Grouting ........................................................... 6-94

6-02.3(27) Concrete for Precast Units ..................................................... 6-956-02.3(27)A Use of Self-Consolidating Concrete for

Precast Units .................................................... 6-956-02.3(27)B SubmittalsforSelf-ConsolidatingConcrete

for Precast Units ............................................... 6-966-02.3(27)C AcceptanceTestingofSelf-Consolidating

Concrete for Precast Units ............................... 6-966-02.3(28) Precast Concrete Panels ......................................................... 6-97

6-02.3(28)A Shop Drawings ................................................. 6-976-02.3(28)B Casting ............................................................ 6-986-02.3(28)C Curing ............................................................. 6-986-02.3(28)D Contractors Control Strength .......................... 6-996-02.3(28)E Finishing .......................................................... 6-996-02.3(28)F Tolerances ........................................................ 6-996-02.3(28)G Handling and Storage ....................................... 6-996-02.3(28)H Shipping ......................................................... 6-1006-02.3(28)I Erection .......................................................... 6-100

6-02.4 Measurement ............................................................................................ 6-1006-02.5 Payment .................................................................................................... 6-101

Contents


6-03 Steel Structures ...................................................................................................... 6-1036-03.1 Description ............................................................................................... 6-1036-03.2 Materials .................................................................................................. 6-1036-03.3 Construction Requirements ...................................................................... 6-103

6-03.3(1) Vacant ................................................................................... 6-1036-03.3(2) Facilities for Inspection ........................................................ 6-1036-03.3(3) Inspectors Authority............................................................ 6-1036-03.3(4) Rejections ............................................................................. 6-1046-03.3(5) Mill Orders and Shipping Statements .................................. 6-1046-03.3(6) Weighing .............................................................................. 6-1046-03.3(7) Shop Plans ............................................................................ 6-104

6-03.3(7)A Erection Methods ........................................... 6-1056-03.3(8) Substitutions ......................................................................... 6-1066-03.3(9) Handling, Storing, and Shipping of Materials ..................... 6-1066-03.3(10) StraighteningBentMaterial ................................................. 6-1066-03.3(11) Workmanship and Finish ..................................................... 6-1066-03.3(12) Falsework ............................................................................. 6-1066-03.3(13) FabricatingTensionMembers .............................................. 6-1066-03.3(14) Edge Finishing ..................................................................... 6-1076-03.3(15) PlaningofBearingSurfaces ................................................. 6-1076-03.3(16) Abutting Joints ..................................................................... 6-1076-03.3(17) End Connection Angles ........................................................ 6-1086-03.3(18) BuiltMembers ..................................................................... 6-1086-03.3(19) Hand Holes ........................................................................... 6-1086-03.3(20) LacingBars .......................................................................... 6-1086-03.3(21) Plate Girders ......................................................................... 6-108

6-03.3(21)A Web Plates ...................................................... 6-1086-03.3(21)B Vacant ............................................................. 6-1086-03.3(21)C Web Splices and Fillers .................................. 6-108

6-03.3(22) Eyebars ................................................................................. 6-1086-03.3(23) Annealing ............................................................................. 6-1086-03.3(24) Pins and Rollers ................................................................... 6-108

6-03.3(24)A BoringPinHoles ............................................ 6-1096-03.3(24)B PinClearances ................................................ 6-109

6-03.3(25) Welding and Repair Welding ............................................... 6-1096-03.3(25)A Welding Inspection ........................................ 6-110

6-03.3(26) ScrewThreads .......................................................................6-1116-03.3(27) High-StrengthBoltHoles .....................................................6-111

6-03.3(27)A Punched Holes ............................................... 6-1126-03.3(27)B ReamedandDrilledHoles ............................. 6-1126-03.3(27)C Numerically Controlled Drilled Connections 6-1126-03.3(27)D Accuracy of Punched, Subpunched, and

Subdrilled Holes ............................................. 6-1126-03.3(27)E Accuracy of Reamed and Drilled Holes ........ 6-1126-03.3(27)F FittingforBolting .......................................... 6-113

6-03.3(28) Shop Assembly..................................................................... 6-1136-03.3(28)A Method of Shop Assembly ............................. 6-1136-03.3(28)B CheckofShopAssembly ............................... 6-114

6-03.3(29) Welded Shear Connectors .................................................... 6-1146-03.3(30) Painting ................................................................................ 6-114

6-03.3(30)A Vacant ............................................................. 6-1146-03.3(30)B Vacant ............................................................. 6-1146-03.3(30)C Erection Marks ............................................... 6-1146-03.3(30)D Machine Finished Surfaces ............................ 6-114

Contents


6-03.3(31) Alignment and Camber ........................................................ 6-1146-03.3(31)A Measuring Camber ......................................... 6-115

6-03.3(32) AssemblingandBolting ....................................................... 6-1156-03.3(33) BoltedConnections .............................................................. 6-116

6-03.3(33)A Pre-ErectionTesting ....................................... 6-1196-03.3(33)B BoltingInspection .......................................... 6-120

6-03.3(34) Adjusting Pin Nuts ............................................................... 6-1216-03.3(35) SettingAnchorBolts ............................................................ 6-1216-03.3(36) Setting and Grouting Masonry Plates .................................. 6-1216-03.3(37) SettingSteelBridgeBearings .............................................. 6-1226-03.3(38) Placing Superstructure ......................................................... 6-1226-03.3(39) Swinging the Span ............................................................... 6-1226-03.3(40) Draining Pockets .................................................................. 6-1226-03.3(41) Vacant ...............................................