2021 Missouri Standard Specifications For Highway Construction

Transcription

CONTENTSDivision 100General Conditions of the Contract.4Division 200Grading and Removals.5Division 300Bases and Aggregate Surfaces.6Division 400Flexible Pavements.7Division 500Rigid Pavements.8Division 600Incidental Construction.9Division 700Structures. 11Division 800Roadside Development.12Division 900Traffic Control Facilities.13Division 1000Materials Details. 14General Provisions and Supplemental specifications (*).763* For your convenience the Supplemental Specifications are incorporated into theDivisions above.

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Back to Table of ContentsDIVISION 100GENERAL CONDITIONS OF THE CONTRACTSec 101Sec 102Sec 103Sec 104Sec 105Sec 106Sec 107Sec 108Sec 109Sec 110Definition of TermsBidding Requirements and ConditionsAward and Execution of ContractScope of WorkControl of WorkControl of MaterialLegal Relations and Responsibility to the PublicProsecution and ProgressMeasurement and PaymentState and Federal Wage Rates and Other Requirements4

Back to Table of ContentsDIVISION 200GRADING AND REMOVALSSec 201Sec 202Sec 202.10Sec 202.20Sec 202.30Sec 202.40Sec 202.50Sec 202.60Sec 203Sec 204Sec 204.10Sec 204.20Sec 205Sec 206Sec 207Sec 208Sec 209Sec 210Sec 211Sec 212Sec 213Sec 214Sec 215Sec 216Sec 216.10Sec 216.20Sec 216.30Sec 216.40Sec 216.50Sec 216.60Sec 216.70Sec 216.80Sec 216.90Sec 216.100Sec 216.110Clearing and GrubbingRemoval of Roadways and BuildingsPlugging and Closure of WellsSeptic Tank Plugging and DisposalRemoval of Improvements for Roadway ContractsDemolition and Removal of BuildingsRemoval of Contaminated Material and Storage TanksIndividual Wastewater Lagoon ClosuresRoadway and Drainage Excavation, Embankment and CompactionEmbankment MonitoringSettlement GaugesPore Pressure Measurement DevicesModified SubgradeExcavation for StructuresLinear GradingInterception DitchSubgrade PreparationSubgrade CompactionSubgrade ScarifyingSubgrading and ShoulderingBlankRock FillShaping SlopesRemovals for Bridge StructuresRemovals of BridgesScarification of Bridge DeckSeal Coat and Wearing Surface RemovalRemoval and Storage of Existing Bridge RailRemoval of Existing Bridge DeckPartial Removal of Existing Bridge DeckPartial Removal of Culvert and Substructure ConcreteCurb RemovalRemoval of Existing Expansion Joint and Adjacent ConcreteRemoval of Existing Expansion Joint Seal or SealantTotal Surface Hydro Demolition5

Back to Table of ContentsDIVISION 300BASES AND AGGREGATE SURFACESSec 301Sec 302Sec 303Sec 304Sec 305Sec 306Sec 307Sec 308Sec 309Sec 310BlankStabilized Permeable BaseRock BaseAggregate Base CourseBlankBlankBlankBlankBlankAggregate Surface6

Back to Table of ContentsDIVISION 400FLEXIBLE PAVEMENTSSec 401Sec 402Sec 403Sec 404Sec 405Sec 406Sec 407Sec 408Sec 409Sec 410Sec 411Sec 412Sec 413Sec 413.10Sec 413.20Sec 413.30Sec 413.31Sec 413.40Sec 413.50Sec 413.60Sec 413.70Sec 413.80Plant Mix Bituminous Base and PavementPlant Mix Bituminous Surface LevelingAsphaltic Concrete PavementBituminous Mixing PlantsBlankBlankTack CoatPrime CoatSeal CoatBlankBlankBlankSurface TreatmentsMicro-SurfacingScrub SealUltrathin Bonded Asphalt Wearing SurfaceBonded Hot Mix Asphalt Using Polymer Modified Emulsion MembraneBituminous Fog SealingBituminous Pavement Crack SealingPortland Cement Concrete Pavement Joint/Crack SealingBituminous Pavement Crack FillingPortland Cement Concrete Pavement Crack Filling7

Back to Table of ContentsDIVISION 500RIGID PAVEMENTSSec 501Sec 502Sec 503Sec 504Sec 505Sec 505.10Sec 505.20Sec 505.30Sec 505.40Sec 505.50Sec 505.60Sec 505.70Sec 506Sec 506.10Sec 506.20Sec 506.30Sec 507ConcretePortland Cement Concrete Base and PavementBridge Approach SlabConcrete Approach PavementBridge Deck Concrete Wearing SurfaceLow Slump ConcreteLatex Modified ConcreteSilica Fume ConcreteLatex Modified Very Early Strength ConcreteCSA Cement Very Early Strength ConcreteSteel Fiber Reinforced ConcretePolyester Polymer ConcreteConcrete Overlays for PavementBonded Concrete Overlays of Asphalt PavementsUnbonded Concrete Overlays of Concrete PavementsUnbonded Concrete Overlays on Asphalt PavementsStrength of Concrete Using the Maturity Method8

Back to Table of ContentsDIVISION 600INCIDENTAL CONSTRUCTIONSec 601Sec 602Sec 603Sec 604Sec 604.10Sec 604.20Sec 604.30Sec 604.40Sec 604.50Sec 604.60Sec 605Sec 605.10Sec 605.20Sec 605.30Sec 605.40Sec 605.50Sec 605.60Sec 605.70Sec 606Guard CableSec 606.10Sec 606.20Sec 606.30Sec 606.40Sec 606.50Sec 607Sec 607.10Sec 607.20Sec 608Sec 609Sec 609.10Sec 609.20Sec 609.30Sec 609.40Sec 609.50Sec 609.60Sec 609.70Sec 610Sec 611Sec 611.10Sec 611.20Sec 611.30Sec 611.40Sec 611.50Sec 611.60Sec 611.70Sec 612Sec 613Sec 613.10Sec 613.20Sec 613.30Sec 613.35Sec 613.40Sec 613.50Sec 614Sec 614.10Sec 614.20Field LaboratoriesMarkersWater Line InstallationMiscellaneous DrainageConcrete Headwalls, Drop Inlets and ManholesAdjusting Drainage FacilitiesAdjusting House Sewer ConnectionsPipe CollarsConnecting Pipe to Existing StructuresSlotted DrainUnderdrainagePipe Aggregate Pavement Edge DrainGeocomposite Pavement Edge DrainPipe Aggregate Pavement Cross DrainStructural UnderdrainFrench UnderdrainOutlet Pipes and Splash PadsAggregate DrainsGuardrail, Crashworthy End Terminals, One-Strand Access Restraint Cable and Three-StrandGuardrailBlankCrashworthy End TerminalsOne-Strand Access Restraint CableThree-Strand Guard CableFencingChain-Link FenceWoven Wire FenceConcrete Median, Median Strip, Sidewalk, Curb Ramps, Steps and Paved ApproachesPaved DrainageConcrete Curb, Gutter and Paved DitchIntegral CurbAsphalt CurbDrain BasinBlankRock Ditch LinerRock LiningPavement SmoothnessEmbankment ProtectionBlankBlankRock BlanketBlankRevetmentConcrete Slope ProtectionGabionsImpact AttenuatorsPavement RepairFull Depth Pavement RepairsClass A Partial Depth Pavement RepairsClass B Partial Depth Pavement RepairsClass C Partial Depth Pavement RepairsDowel Bar RetrofitCross StitchingDrainage FittingsGrates and Bearing PlatesAutomatic Floodgate9

Back to Table of ContentsSec 614.30Sec 615Sec 616Sec 617Sec 617.10Sec 617.20Sec 617.30Sec 618Sec 619Sec 620Sec 620.10Sec 620.20Sec 620.30Sec 620.40Sec 620.50Sec 620.60Sec 621Sec 622Sec 622.10Sec 622.20Sec 622.30Sec 622.40Sec 623Sec 623.10Sec 623.20Sec 623.30Sec 623.40Sec 623.50Sec 624Sec 625Sec 625.10Sec 625.20Sec 626Sec 627Manhole Frame and Cover and Curb InletBlankTemporary Traffic ControlConcrete Traffic BarrierPermanent Concrete Traffic BarrierTemporary Concrete Traffic BarrierConcrete Traffic Barrier DelineatorsMobilizationPavement Edge TreatmentPavement MarkingTemporary Pavement MarkingPermanent Pavement MarkingDrop-On Glass BeadsQuality Control and Quality AssurancePavement Marking RemovalContrast Pavement MarkingsFlowable BackfillPavement and Bridge Surface Removal and TexturingCold Milling Existing Pavement for Removal of SurfaceCold Milling Pavement for a Driving SurfaceDiamond Grinding of Existing Portland Cement Concrete PavementDiamond Grinding of New Portland Cement Concrete PavementPolymer ProductsConcrete Bonding CompoundEpoxy MortarEpoxy Polymer Wearing SurfacePolymer ConcreteMethyl Methacrylate Polymer Slurry Wearing SurfaceGeotextile Constructionlab StabilizationSlab UndersealingSlab JackingRumble StripsContractor Surveying and Staking10

Back to Table of ContentsDIVISION 700STRUCTURESSec 701Sec 702Sec 703Sec 704Sec 705Sec 706Sec 707Sec 708Sec 709Sec 710Sec 711Sec 712Sec 713Sec 714Sec 715Sec 716Sec 716.10Sec 716.20Sec 716.30Sec 717Sec 717.10Sec 717.20Sec 717.30Sec 717.40Sec 717.50Sec 717.60Sec 718Sec 719Sec 720Sec 721Sec 722Sec 723Sec 724Sec 725Sec 726Sec 727Sec 728Sec 729Sec 730Sec 731Sec 732Sec 733Sec 734Sec 735Drilled ShaftsLoad-Bearing PilesConcrete Masonry ConstructionConcrete Masonry RepairPrestressed Concrete Members for BridgesReinforcing Steel for Concrete StructuresConduit System on StructureBlankBlankEpoxy Coated Reinforcing SteelProtective Coatings for Exposed Concrete SurfacesStructural Steel ConstructionThrie Beam for Bridge GuardrailBlankVertical Drain at End BentsNeoprene BearingsPlain and Laminated Neoprene Bearing PadsLaminated Neoprene Bearing Pad AssemblyType “N” Polytetrafluoroethylene (PTFE) BearingsFlexible Joint SystemsPreformed Compression SealStrip SealSilicone Expansion Joint SealantSilicone Joint Sealant for Saw Cut and Formed JointsOpen Cell Foam JointsPreformed Silicone or EPDM Expansion JointsTemporary BridgeBlankMechanically Stabilized Earth Wall SystemsBlankBlankBlankPipe CulvertsMetal Pipe and Pipe-Arch CulvertsRigid Pipe CulvertsStructural Plate Pipe and Structural Plate Pipe-Arch CulvertsBlankBlankThermoplastic Pipe CulvertsPrecast Reinforced Concrete Manholes and Drop InletsFlared End SectionsPrecast Concrete Box CulvertsInstallation of Pipe By Horizontal Boring MethodsCulvert Pipe Liner11

Back to Table of ContentsDIVISION 800ROADSIDE DEVELOPMENTSec 801Sec 802Sec 803Sec 804Sec 805Sec 806Sec 806.10Sec 806.20Sec 806.30Sec 806.40Sec 806.50Sec 806.60Sec 806.70Sec 806.80Sec 806.90Sec 806.100Sec 806.110Sec 807Sec 808Lime and FertilizerMulchingSoddingTopsoilSeedingPollution, Erosion and Sediment ControlTemporary BermsTemporary Slope DrainsTemporary Ditch and Inlet ChecksSediment BasinsTemporary Seeding and MulchingSediment TrapSilt FenceTemporary PipeErosion Control Blankets and Turf Reinforcement MatsTemporary Stream CrossingSediment RemovalBlankPlanting Trees, Shrubs and Other Plants12

Back to Table of ContentsDIVISION 900TRAFFIC CONTROL FACILITIESSec 901Sec 902Sec 903Highway LightingTraffic SignalsHighway Signing13

Back to Table of ContentsDIVISION 1000MATERIALS DETAILSSec 1001Sec 1002Sec 1003Sec 1004Sec 1005Sec 1006Sec 1007Sec 1008Sec 1009Sec 1010Sec 1011Sec 1012Sec 1013Sec 1014Sec 1015Sec 1015.10Sec 1015.20Sec 1016Sec 1017Sec 1018Sec 1019Sec 1020Sec 1021Sec 1022Sec 1023Sec 1024Sec 1025Sec 1026Sec 1027Sec 1028Sec 1029Sec 1030Sec 1031Sec 1032Sec 1033Sec 1034Sec 1035Sec 1036Sec 1037Sec 1038Sec 1039Sec 1039.10Sec 1039.20Sec 1039.30Sec 1039.40Sec 1039.50Sec 1039.60Sec 1039.70Sec 1039.80Sec 1039.90Sec 1040MaterialSec 1041Sec 1042Sec 1043Sec 1044Sec 1045General Requirements for MaterialAggregate for Asphaltic ConcreteAggregate for Seal CoatsGraded Aggregate for Bituminous SurfaceAggregate for ConcreteAggregate for SurfacingAggregate for BaseBlankAggregate for DrainageSelect Granular Backfill for Structural SystemsGeotextileGeocomposite Drainage MaterialMiscellaneous Drainage MaterialBlankBituminous MaterialPerformance Graded Asphalt BinderLiquid Bituminous MaterialBlankGround Granulated Blast Furnace SlagFly Ash for ConcreteCementCorrugated Metallic-Coated Steel Culvert Pipe, Pipe-Arches and End SectionsBituminous-Coated Corrugated Metal Culvert Pipe and Pipe-ArchesCorrugated Metallic-Coated Steel Pipe UnderdrainStructural Plate Pipe and Pipe-ArchesCorrugated Aluminum Alloy Culvert Pipe and Corrugated Aluminum Alloy Structural PlateCorrugated Aluminum Alloy Pipe UnderdrainsReinforced Concrete Culvert PipePolymer-Coated Corrugated Metal Culvert Pipe and Pipe-ArchesCorrugated Polyvinyl Chloride Culvert PipeFabricating Prestressed Concrete Members for BridgesVitrified Clay Sewer and Culvert PipeClay Drain TilePrecast Concrete Flared End SectionsPrecast Drainage UnitsReinforced Concrete Elliptical Culvert PipeReinforced Concrete Arch CulvertReinforcing Steel for ConcreteShear ConnectorsBearing Pads for StructuresPolymer ProductsType II EpoxyType III EpoxyEpoxy or Polyester Bonding Agents For DowelsEpoxy Bonding Agents for Resin Anchor SystemsSand For Epoxy MortarEpoxy Polymer Wearing SurfacePolymer ConcreteMethyl Methacrylate (MMA) Polymer Slurry Wearing SurfacePolyester Polymer Wearing SurfaceGuardrail, End Terminals, One-Strand Access Restraint Cable and Three-Strand Guard CablePolypropylene Culvert PipeHighway Sign MaterialFence MaterialPosts for Markers and DelineatorsPaint for Structural Steel14

Back to Table of ContentsSec 1046Sec 1047Sec 1048Sec 1048.10Sec 1048.20Sec 1048.30Sec 1049Sec 1050Sec 1051Sec 1052Sec 1052.10Sec 1052.20Sec 1052.30Sec 1052.40Sec 1053Sec 1053.10Sec 1053.20Sec 1054Sec 1055Sec 1056Sec 1056.10Sec 1056.20Sec 1057Sec 1058Sec 1059Sec 1059.10Sec 1059.20Sec 1059.30Sec 1059.40Sec 1059.50Sec 1060Sec 1061Sec 1062Sec 1063Sec 1064Sec 1065Sec 1066Sec 1067Sec 1068Sec 1069Sec 1070Sec 1071Sec 1072Sec 1073Sec 1074Sec 1075Sec 1076Sec 1077Sec 1078Sec 1079Sec 1080Sec 1081Sec 1082Sec 1083Sec 1084Sec 1085Sec 1086Sec 1087Sec 1088Sec 1089Pipe LinerCorrugated Polyethylene Culvert PipePavement Marking MaterialTemporary Pavement Marking MaterialsPermanent Pavement Marking MaterialsDrop-On Glass BeadsPrecast Concrete Box CulvertsLumber, Timber, Piling, Posts and PolesSlotted DrainMechanically Stabilized Earth Wall System ComponentsMetallic Soil ReinforcementNon-Metallic Soil ReinforcementLarge Block Wall Systems – Concrete-Facing PanelsSmall Block Wall Systems – Concrete BlocksConcrete Sealer and Concrete Crack FillerPenetrating Concrete SealerConcrete Crack FillerConcrete AdmixturesConcrete Curing MaterialConcrete Tinting and Staining MaterialConcrete Tinting MaterialConcrete Staining MaterialMaterial for JointsPolyethylene SheetingProtective Coating MaterialProtective Coating – Concrete Bents and Piers (Urethane)Protective Coating – Concrete Bents and Piers (Epoxy)Concrete and Masonry Protection SystemSacrificial Graffiti Protection SystemTemporary Coating – Concrete Bents and Piers (Weathering Steel)Electrical ConduitElectrical ConductorsPull and Junction BoxesTemporary Traffic Control DevicesTemporary Concrete Traffic BarrierDelineatorsMortars and GroutTruncated DomesTrench DrainsBlankWaterAsphalt Release Agents, Fiber Additives and Liquid Anti-Strip AdditivesBlankJoint Material for StructuresBlankCentrifugally – Cast Fiberglass-Reinforced Polymer Mortar PipeBlankBlankBlankBlankStructural Steel FabricationCoating of Structural SteelBlankBlankBlankBlankBlankBlankBlankBlank15

Back to Table of ContentsSec 1090Sec 1091Sec 1092BlankLighting EquipmentSignal Equipment16

Back to Table of ContentsSECTION 101DEFINITION OF TERMSWherever the following abbreviations, terms or descriptive words are used in the plans, specifications or othercontract documents, the intent and meaning shall be interpreted as follows:101.1 Abbreviations.AASHTOAmerican Association of State Highway and Transportation OfficialsAISCAmerican Institute of Steel ConstructionAGCAssociated General Contractors of AmericaANSIAmerican National Standards InstituteAREAAmerican Railroad Engineering AssociationASMEAmerican Society of Mechanical EngineersASTMASTM InternationalAWGAmerican Wire GaugeAWPAAmerican Wood-Preservers’ AssociationAWSAmerican Welding SocietyAWWAAmerican Water Works AssociationCFRCode of Federal RegulationsCSCommercial Standards, U. S. Department of CommerceCSRCode of State RegulationsCOECorps of EngineersCUFCommercially Useful FunctionDBEDisadvantaged Business EnterpriseEEIElectrical Engineer’s InstituteEEOEqual Employment OpportunityEPAEnvironmental Protection AgencyEPGEngineer Policy GuideESALEquivalent 18-kip Single Axle LoadFCCFederal Communications CommissionFHWAFederal Highway AdministrationGGBFSGround Granulated Blast Furnace Slag17

Back to Table of ContentsGRIGeosynthetic Research InstituteICEAInsulated Cable Engineers AssociationIMSAInternational Municipal Signal AssociationITEInstitute of Transportation EngineersLEDLight Emitting DiodeMASHAASHTO Manual for Assessing Safety HardwareMDCMissouri Department of ConservationMDNRMissouri Department of Natural ResourcesMGSMidwest Guardrail SystemMHTCMissouri Highways and Transportation CommissionMoDOTMissouri Department of TransportationMSDSMaterial Safety Data SheetMUTCDManual on Uniform Traffic Control DevicesNCHRP 350 National Cooperative Highway Research Program (NCHRP) Report 350, RecommendedProcedures for the Safety Performance Evaluation of Highway FeaturesNECNational Electrical CodeNEMANational Electrical Manufacturers AssociationNESCNational Electrical Safety CodeNFPANational Fire Protection AssociationNRCSNatural Resources ConservationNRMCANational Ready Mixed Concrete AssociationNTPEPNational Transportation Product Evaluation ProgramOSHAOccupational Safety and Health AdministrationPALPSPre-Acceptance ListU.S. Product Standard, U.S. Department of CommercePWLPercent Within LimitsQAQuality AssuranceQCQuality ControlRETMARadio Electronics Television Manufacturer’s AssociationRSMoRevised Statutes of the State of MissouriSAESociety of Automotive Engineers18

Back to Table of ContentsSHPOState Historic Preservation OfficeSSPCSociety of Protective CoatingsSWPPPStormwater Pollution Prevention PlanUCPUnified Certification ProgramULUnderwriter’s LaboratoryUSAUnited States of AmericaUSACEUnited States Army Corps of EngineersUSCUnited States CodeUSCGUnited States Coast GuardUSFWUnited States Fish and WildlifeVOCVolatile Organic Compound101.1.1 Unit Symbols.hhourppmparts per millionrpmrevolutions per minutevpmvibrations per minutecfcubic feetcycubic yardsFdegrees linear foot/feetpsfpounds per square footpsipounds per square inchsfsquare foot/square feetsysquare yard/square yards101.2 Definitions of Terms.Advertisement. The public announcement, as required by law, inviting bids for work to be performed ormaterial to be furnished.19

Back to Table of ContentsAppreciable Error. Any of the following will be considered an appreciable error: an error resulting in a changein quantity of 10 percent from the original contract quantity of an item; an error resulting in a monetary changeof at least 5,000 from an original contract item amount; or an error in the calculation of a contract item quantitybased on the finite dimensions shown on the plans.Auxiliary Lane. The portion of the roadway adjoining the traveled way and designated for speed change, or forother purposes supplementary to through traffic movement.Award. The action of the Commission accepting the bid of the lowest responsible bidder for the work, subjectto the execution and approval of a satisfactory contract therefore and bond to secure the performance thereof,and to such other conditions as may be specified or as required by law.Bid. The written offer submitted by the bidder in the required manner on the bid to perform the work providedin the bidding documents at contract bid prices.Bid Guaranty. The security furnished with a bid to ensure that the bidder will enter into the contract if the bidis accepted.Bid Records. All writings, working papers, computer printouts, charts and all other data compilation thatcontain or reflect information, data or calculations used by the bidder to determine each contract unit price in thebid submitted, including but not limited to material relating to the determination and application of:labor ratesequipment rateshome and field overhead rates and related time schedulesefficiency or productivity factorsarithmetic extensionssubcontractors, truckers and material supplier quotationsprofitcontingenciesAny manuals standard to the industry that are used by the bidder in determining the bid shall be included in thebid records by reference and shall show the name and date of the publication and the publisher.Bidder. Any individual, partnership, corporation, joint venturer or other entity submitting a bid to perform thecontemplated work.Bidding Documents. The documents furnished by the Commission comprising the Request for Bid, plans,Missouri Standard Plans for Highway Construction, addenda, Supplemental Specifications and GeneralProvisions, Missouri Standard Specifications for Highway Construction and all other documents included in orreferred to in those documents.Bridge. A structure having a clear span greater than 20 feet measured on a horizontal plane along the centerlineof roadway; also a multiple span structure where the total length of spans is in excess of 20 feet. For both singleand multiple span bridges, the clear span shall be construed to mean the total distance from stream face tostream face of end bents or outer walls of the structure.Business Day. A day that MoDOT is open for business, excluding holidays, Saturdays and Sundays.Calendar Day. Any day of the calendar year, including holidays, Saturdays and Sundays.Central Laboratory. The central testing laboratory of the Commission for inspecting and determining thesuitability of material.20

Back to Table of ContentsChange Order. A written order from the engineer to the contractor, as authorized by the contract, directingchanges in the work as made necessary or desirable by unforeseen conditions or events discovered or occurringduring the progress of the work.Change in the Work. An item of work not provided for in the contract as awarded, but found essential to thesatisfactory completion of the contract. Contract adjustments for changes in work related to differing siteconditions shall be determined in accordance with the contract provisions relating to differing site conditions.Claim. A written request or demand for adjustment to the compensation due or time of performance of thecontract made within the time, in the form, and pursuant to the provisions for such contract adjustmentsspecified elsewhere in the contract documents of which these specifications are a part.Commission. The Missouri Highways and Transportation Commission.Contract. The written agreement between the Commission and the contractor covering the performance of thework for the proposed construction. The contract will include all contract documents. The contract may cover asingle project or a combination of projects awarded as a single unit.Contract Bond. The form of security approved by the Commission, furnished by the contractor and surety orsureties, guaranteeing complete performance of the contract and the payment of all legal debts pertaining to theconstruction of the project, or arising from the contract and the duties thereunder, and conditioned as may berequired by the laws of the State of Missouri.Contract Documents. Notice to Contractors, all Bidding Documents, Contract Bond, Contract Agreement,Acknowledgment, Contractor Questionnaire, Notice to Proceed, and all Change Orders.Contract Time or Completion Date. The number of working days or calendar days shown in the biddingdocument as the time allowed for the completion of the work contemplated in the contract. If a calendar date forcompletion is shown in the bidding document, the contemplated work shall be completed by that date.Contractor. The individual, partnership, corporation or joint venture undertaking performance of the workunder the terms of the contract, and acting directly or through the contractor or contractor’s agents, employeesor subcontractors.Controversy. A dispute or disagreement between a contractor and the Commission related to interpretation ofcontract documents or the engineer’s decision under contracts entered into by the contractor with theCommission made in writing and in compliance with the requirements for resolutions of controversies under thecontract, but which is not a claim under the contract, all as provided elsewhere in the contract documents ofwhich these specifications are a part.Cost. Cost will mean the actual cost incurred, as distinguished from forecasted cost and determined inaccordance with prevailing principles applicable to public contracts including Contract Cost Principles andProcedures, 48 CFR, Part 31 and Government Auditing Standards, as published by the Comptroller General ofthe United States.Crashworthy End Terminal. This term will apply to both crashworthy end terminals and crash cushions.Culvert. A structure not classified as a bridge that provides an opening under any portion of a roadway.Days. Days as used in the contract documents will mean calendar days, unless specified otherwise.Delay. Any event, action, force or factor that causes the established contract time to be exceeded forperformance of the contract.(a) Compensable Delay. An excusable delay for which the contractor may be entitled to additionalmonetary compensation(b) Excusable Delay. A delay to the contract or milestone completion date that was beyond thecontractor’s control and not caused by the contractor’s fault or negligence and for which a contract or21

Back to Table of Contentsmilestone time extension may be granted.(c) Noncompensable Delay. An excusable delay for which the contractor may be entitled to anextension of time, but no additional monetary compensation.(d) Nonexcusable Delay. A delay to the contract or milestone completion date that was reasonablyforeseeable and within control of the contractor, for which no monetary compensation or timeextension will be granted.Differing Site Conditions. Subsurface or latent physical conditions at the site differing materially from thoseindicated in the contract, or unknown physical conditions of an unusual nature differing materially from thoseordinarily encountered and generally recognized as inherent in the workDisadvantaged Business Enterprise, or DBE. A contracting firm certified to participate in U.S. Department ofTransportation financial assistance programs as a DBE by MoDOT or by the Missouri Unified CertificationProgram (UCP) pursuant to Title 49 CFR, Part 26, and pursuant to Title 7 CSR Division 10, Chapter 8,governing MoDOT’s DBE Program.Divided Highway. A highway with separated traveled ways for traffic in opposite directions. Traveled waysseparated by painted medians will not be considered divided.Drainage Ditch. An open depression constructed for the purpose of carrying off surface water.Engineer. The chief engineer or any other authorized representative of the Commission. Where the term chiefengineer is used, the term shall mean the chief engineer in person. MoDOT pursues its mission through thefunctional units defined by law. Where a functional unit is stated in the contract documents, it will mean theengineer of the functional unit or designee.Equitable Adjustment. An adjustment to the time or price specified in the contract based upon contractor’sactual and reasonable costs to perform the work for the reasons and determined by the methods specifiedelsewhere in the contract documents.Extent of the Federal Share. The percentage of federal participation in the costs of the project agreed tobetween USDOT, FHWA and MHTC before the project is awarded. It does not mean, with regard to contractadjustments, an amount of additional federal participation to be provided regarding the project.Gender Related Terms. No gender restrictions or limitations are intended or suggested by the use of terms“he”, “him”, “his”, “it” or “its” in these specifications.Highway. A public way for purposes of vehicular travel, including the entire area within the right of way.Holidays. Missouri public legal holidays are:January 1 - New Year’s DayThird Monday in January - Martin Luther King DayFebruary 12 - Lincoln’s BirthdayThird Monday in February - President’s DayMay 8 - Truman’s BirthdayLast Monday in May - Memorial DayJuly 4 - Independence DayFirst Monday in September - Labor DaySecond Monday in October - Columbus Day22

Back to Table of ContentsNovember 11 - Veterans DayFourth Thursday in November - Thanksgiving DayDecember 25 - Christmas DayWhen any of the above holidays fall on a Sunday, the holiday will be observed on the following Monday; whenany of the above holidays fall on a Saturday, the holiday will be observed on the immediately preceding Friday.Laboratory. The Central Laboratory or any other testing laboratory that may be designated by the engineer forinspecting and determining the suitability of material.Lead Workers. Hourly employees in direct charge of the specific operations on a project. Formerly referred toas the foremen.Local Traffic. Traffic that has either its origin or its destination at some point within the limits of the project.Local traffic will also include that traffic on all side roads that lead into the project where such traffic does nothave a satisfactory outlet over a public road or street.Major and Minor Items of Work. Any item having an original value in excess of 10 percent of the originalcontract amount will be considered as a major item or items. All other original contract items will be consideredas minor. Where major contract items are not identified, the original contract item of greatest total cost,computed from the original contract price and estimated quantity, and such other original contract items next insequence of lower total cost, computed in like manner, necessary to show a total cost at original prices andquantities of no less than 60 percent of the original contract cost will be considered as a major item or items.Median. The portion of a divided highway separating the traveled ways for traffic in opposite directions.Notice of Bid Opening. The notification provided prospective bidders, containing a description of the proposedwork, instructions, information and the reservation of the right of the Commission to reject any and all bids.Notice to Contractors. The document contained in the bidding document describing the wor

Sec 216.30 Seal Coat and Wearing Surface Removal Sec 216.40 Removal and Storage of Existing Bridge Rail Sec 216.50 Removal of Existing Bridge Deck . Sec 617.30 Concrete Traffic Barrier Delineators Sec 618 Mobilization Sec 619 Pavement Edge Treatment Sec 620 Pavement Marking Sec 620.10 Temporary Pavement Marking .