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Date:SetNoTransverse BeamsElements from Table 2 Deck ElementsLoad-bearing SubstructureSafety ElementsOther Bridge ElementsAncillary Elements Half Joints Tie beam/rodParapet beam or cantilever Deck bracingComments/RemarksCost FoundationsAbutments (inc. arch springing) Pier/columnSpandrel wall/headwallCross-head/capping beamBearingsBearing plinth/shelfSuperstructure drainage WaterproofingMovement/expansion jointsPainting: substructure Painting: parapets/safety fencesPainting: deck elementsAccess/walkways/gantriesHandrail/parapets/safety fencesCarriageway surfacingInvert/river bedAprons!Fenders/cutwaters/collision prot.River training worksRevetment/batter paving Wing wallsRetaining walls Embankments MachineryApproach rail/barriers/wallsSignsLightingServicesSExDefWPSubstructure drainageE S - severity, Ex - extent, Def - defect, W - work req'd, P - priority  ) *9 :Element Description02APrimary deck element (Table 1)Secondary deck elementsDurability ElementsCXEZBDFootway/Verge SurfacingInspection Reference TablesTable 1 - Primary Deck Elements &Table 2 - Secondary Deck Element Codes+Span Structural Form (Primary Deck Element)CodeSecondary Deck ElementArchSolid Spandrel01No secondary deck element*Open Braced Spandrel Buckle PlatesTied03 Flat Plate Beam/GirderAt/below deck surface04 Jack ArchBox beams (exterior & interior)05Slab Half through06 Troughing Filler Beam07-Steel Arch Hangers or equivalent tie elementsTruss08Other (underslung)G*Note if the only secondary deck element is transverse beams, then this09-is coded 20 equating to no secondary element. Full throughSolidTable 3 - Material Type Codes VoidedMaterialCulvert/pipe/subway Circular/ovalConcrete ReinforcedBox Plain/massPortaVU-shapedPost-tensioned Pre-tensionedCable stayed/suspensionMetalSteelTunnel Cast ironF Wrought ironGMultiple Construction Types* AluminiumH<* Multiple Construction Types: where there are more than oneCorrugated steelICprimary structural forms within a bridge/span, a separate pro formaCorrugated aluminiumJBshould be completed for each type, clearly indicating that the proMasonryBrickK'forma only applies to the deck element.Stone (unknown type)LFRP/GRP/CompositeMTimberN"No secondary element - no materialQTable 4 - Severity Codes9Table 6 - Permissible combinations of Severity and ExtentTable 5 - Extent Codes2As new condition, defect has no significant effect)on the element (visually or functionally)2Early signs of deterioration, minor defect/damage,(no reduction in functionality of element$Moderate defect/damage, some loss offunctionality could be expected/Severe damage/defect, element no longer able to$The element is non-functional/failed/entirely fulfil its function and/or is close tofailure/collapseExtentSeverity DescriptionNo significant defect(Slight, not more than 5% of surface area!Moderate, 5 - 20% of surface areaWide, 20 - 50% of surface area(Extensive, more than 50% of surface area1A2B2C2D2E3B3C3D3E4B4C4D4E5B5C5D5ETable 7 - Work CodesVTable 8 - Priority RankingsScour/invert clearanceConcrete repairsGraffitiJoint/sealant replacement%Major Structural Maintenance requiredMasonry repairsPainting SurfacingVegetation clearanceMonitorWork DescriptionRanking Immediate action/within 24 hoursUrgent within 28 daysWorks required within 12 monthsWorks required within 24 monthsNo action requiredItem Defect Type Metalwork CorrosionNo signs of rusting or damage6Deep pits and perforations (localised sever corrosion)%Disintegrated by corrosion mechanisms Section LossNo loss of section thickness8Minor section loss (penetration less than 5% of section)iModerate section loss causing some reduction in functionality (penetration 5 to 20% of section thickness)hMajor section loss causing significant reduction in functionality (penetration more than 20% of section)Collapsed or collapsingConnections - BoltslRivets7No signs of rusting or damage to bolts, nuts and rivets?Non structural bolts loose, minor corrosion of nuts and washersQNon structural bolts missing, moderate corrosion of rivet heads, nuts and washers4Failure of element due to missed/failed bolts/rivetsConnections - WeldsNo corrosion or damageSlight corrosion of weld run,Weld connection failure (longitudinal crack) DisintegratedSpalls No spalls CollapsedCracks Prestressing DelaminationNo signs of delamination.1.2.3.4.5.69Reinforced Concrete & Prestressed Concrete & Filler JoistMinor deformationModerate deformationMajor deformationPointingPointing soundNo arch barrel cracksArch barrel failure No cracksType 1All coats failed VegetationSlight to no vegetation..7Paintwork & Protective CoatingsDamageMissingCollapsed due to slidingCollapsed due to rotationScourNo scour Minor scourModerate scour Major scourDangerous scourDrainageBlockedCausing StainingCausing no stainingCausing minor stainingUrgent cleaning requiredNo structural damage WeepholesNon function weep holesMinor wear/weatheringMajor wear/weathering DangerousComplete break upTextureDense Poor texture Open textureVery open textureCracks and PotholesSoundCracks in top layerTop layer breachedTop layer completely missingDeep cracks and potholes,Invert, apron & River Bed (see also 2 and 3)Cleaning of staining requiredUrgent and frequent cleaning Causing minor structural damage Causing structural damageCausing major structural damage*Causing severe damage to adjacent elementsCausing Structural DamageReasonably soundMinor surfacing crackingModerate surfacing crackingMajor surfacing crackingFailureAsphaltic plug Debonding%Minor debonding between plug and road(Moderate debonding between plug and road%Major debonding between plug and roadSurface Damage+Slight loss of surface binder and aggregate2Loss of aggregate (surface penetration 20 to 50mm)7Loss of material from joint (causing holes > 50mm deep) Tracking/Flow!Minor tracking and flow of binder$Moderate tracking and flow of binder!Major tracking and flow of binderNosing DefectsCracking/Break UpMinor cracking along nosing-Moderate cracking along nosing, some break-upBreak-up of nosing materialElastomeric and othersBoltsMinor signs of wear!One bolt missing at cross section'Numerous bolts missing at cross section,Majority of bolts missing at a cross sectionFailure due to missing bolts Strip SealantStrip sealant sound>Strip sealant loose/poor, compression seal dropped and/or worn(Sealant breached, strip sealant breached*Sealant missing, strip sealant missing/out%Road Surface Break up/Debris in joint$Sound road surface adjacent to joint0Minor break up of road surface adjacent to jointNModerate break up of road surface adjacent to joint, some debris in joint sealRMajor break up of road surface adjacent to joint, significant debris in joint sealDJoint failure due to deteriorated condition of adjacent road surfaceFixings Sound fixingsBolt sealer missing Fixings loose(Fixings missing, plates and angles loo< seFailure due to missing fixturesMovementCritical slip/settlement.8.9$Negligible rusting, minor weathering"Minor Rusting, moderate weatheringModerate rusting Major rusting DislodgedCorrect position Minor offsetModerate offset/tiltOff bearing/missing!Sliding Bearing in Wrong Position#Sliding bearing in correct positionGSliding bearing in slightly skewed (off centre) position at normal temp7Sliding bearing at end of travel in normal temperaturesGSliding bearing beyond designed extent of travel at normal temperaturesSliding bearing failed+Breakdown of PTFE, Laminations, Rubber etc. No crazingExternal crazingExternal breakdown0Major breakdown (PTFE, laminations, rubber etc.)Complete breakdownDeformed Sliding PlateSliding plate sound"Minor deformation of sliding plate%Moderate deformation of sliding plate"Major deformation of sliding plate-Bearings seized by sliding plate deformationsBearings sound Minor cracksModerate cracks or looseSplitting and deformation Impact Damage No damage3Waterproofing (try to exclude leaks through joints)SeepageNo visible sign of seepage4Minor seepage through decklarch etc. (slow dripping)DModerate seepage through deck/arch etc. (some resistance to seepage)RMajor seepage (little resistance) through deck/arch etc. causing structural damage Wet surface+Damp surface, slight water stains on soffit<Wet surface, drops of water falling and significant staining:Very wet surface and stalactites causing structural damageHMajor structural damage caused by waterproofing not functioning properlyStone slab bridgesSound, no defects or damageMinor cracking-Moderate cracking but no visible displacement"Major cracking and/or displacementBearings (also see 1) No crazing, tracking or fretting'Minor crazing, tracking and/or fretting*Moderate crazing, tracking and/or fretting&Major cracks, tracking and/or fretting"Cracked / Loose / Split / DeformedSettlement of Structure"No visible settlement of structure1No visible settlement, but crack may be due to itMinor settlement of structureMajor settlement of structureCollapsed due to settlementby: Bridge Ref: Road No.:Span description:Span: Span length:Defect category removedMinor surface rustingModerate pittingEStructural bolts missing, rivets loose or missing, crack through boltICrack at toe of weld, moderate reduction in size of weld due to corrosionMLongitudinally cracked weld, major reduction in size of weld due to corrosion+Minor localised spalls exposing shear linksPMajor localised spalls exposing shear links and main bars with general corrosion\Joined up, deep spalls exposing shear links and main bars with general and pitting corrosionNCracks and crazing in areas of low flexural behaviour (cracks less than 0.3mm)-Hairline cracks, difficult to detect visuallyQCracks and crazing in areas of high flexure. Cracks approx 1mm and easily visible.Wide/deep cracks (more than 2mm). Shear cracks3Element unable to function due to structural cracks"No signs of damage to prestressing2Substandard grouting of ducts (may not be visible)&Crack along line of prestressing ductsExposed prestressing cablesFailed prestressing cables9Early signs of delamination eg. Cracks with rust staining9Delamination in areas of low flexural and/or shear action:Delamination in areas of high flexural and/or shear actionFailure due to delaminated barsThaumasite/ Freeze Thaw,No signs of thaumasite or freeze-thaw attack3Slight cracking caused by thaumasite or freeze-thaw/Failure due to thaumasite or freeze-thaw attack)Moderate thaumasite or freeze-thaw attack&Major thaumasite or freeze-thaw attackDeformation/ weatheringNo evidence of deformation"Masonry, brickwork & Mass ConcreteArch Ring Separation#No arch ring cracking or separation!Arch ring cracks difficult to see)Arch ring separation (gap less than 25mm),Arch ring separation (gap greater than 25mm)Arch Barrel CracksJNo diagonal cracks, longitudinal cracks less than 3mm wide, lateral cracks:Diagonal cracks, longitudinal cracks greater than 3mm wide@Diagonal cracks, cracks breaking barrel into lm sections or less#Cracks (not included in 3.3 or 3.4)(Minor hairline cracks and shallow spallsCModerate cracks (easily visible, crazing) and deep localised spallsMajor cracks and spalling Failure due to structural cracksMissing Masonry:No bricks/masonry blocks missing, minor surface weatheringNFew bricks/stones missing (no adjacent ones missing), major surface weatheringModerate loss of bricks/stonesSevere loss of bricks/stones$Failure due to missing bricks/stones Bulging, Leaning or Displacement#No bulging, leaning or displacement&Minor bulging, leaning or displacement)Moderate bulging, leaning or displacement'Severe bulging, leaning or displacementCollapsed or non functional'Finishing coat sound, slight weathering#Normal weathering of finishing coatDSpot chips and cracks of finishing coat, undercoat exposed but soundLFailure of finishing coat and spots, chips and cracks to undercoat/substrateCausing DamageUMinor vegetation causing no structural damage (surface mosses, small grass and weeds)Vegetation growth on or near bridge causing structural damage and/or deformation e.g. roots and branches of nearby trees, small tree/plants growing on structureVegetation growth on or near bridge causing major structural damage and/or deformation e.g. roots and branches of nearby trees, large tree growing on structureIFailure caused by vegetation growth or a tree collapsing on the structureObscuring Inspection?Low depth/density of vegetation cover, easily removed e.g. mossFSignificant depth/density of vegetation, obscuring inspection e.g. ivyMInspection impossible due to vegetation growth but structural damage unlikelyInspection of critical structural elements not possible due to density of vegetation and root systems likely to be causing structural damage-No visible differential movement of structure"Differential Movement of Structure0No visible movement, but cracks may be due to it(Minor differential movement of structure(Major differential movement of structure&Collapsed due to differential movementSliding of StructureNo visible sliding of structure/No visible sliding, but cracks may be due to itMinor sliding of structureMajor sliding of structureRotation of Structure No visible rotation of structure0No visible rotation, but cracks may be due to itMinor rotation of structureMajor rotation of structureDangerous scour or failure=Foundation Faults Causing Cracks and Deformation of StructureRSubstructure appears unaffected by foundation faults (assume no foundation faults)6Foundation faults causing minor cracks in substructure9Foundation faults causing moderate cracks in substructureFFoundation faults causing major cracks and deformation in substructure$Failure due to foundation or failureVegetation, Debris or SiltingNo vegetation growth or siltingOVegetation growth, trapped debris and silting causing slight disruption to flowvVegetation growth, trapped debris and silting significant disruption to flow causing faster flow in areas of the rivervVegetation growth, trapped debris and silting severe disruption to flow causing much faster flow in areas of the river>Failure caused by vegetation growth trapped debris and silting'In sound condition and fully functional:Mostly functional (less than 25% of cross section blocked)4Part functional (25 to 50% of cross section blocked)>Mostly non-functional (more than 50% of cross section blocked)%Totally blocked/non functional/broken"No blockage of weep holes, outlets%Minor blockage of weep holes, outlets(Moderate blockage of weep holes, outlest%Major blockage of weep holes, outlets$Wear/Weathering Affecting Resistance Little to no wear and weatheringModerate wear/weatheringCrazing, Tracking or Fretting Not slipperyStarting to become slipperyDefinitely <v becoming slipperySlippery No defects Trips <5mm!Cracks flags Trips >5mm and <10mmTrips >10mm and <20mm Trips >20mmFlagged surfacingSound components/Initiation of cracking or tearing of components.Crack/tear >20% but <50% of width of component%Crack/tear <20% of width of component%Failure of expansion joint components)Buried Joints (formerly "0" in this list).10.11"Sealant for induced crack is sound7Minor cracking or break up of sealant for induced crack7Major cracking or break up of sealant for induced crack:Moderate cracking or break up of sealant for induced crack2Disintegrated or missing sealant for induced crack Joint Leakage.12No visible signs of leakageMinor leakage through jointModerate leakage through jointMajor leakage through joint*Open joint causing major structural damageSound No deformation"Minor subsidence Minor deformation<Minor slip/settlement causing slight cracking of carriageway<Major slip/settlement causing slight cracking of carriagewaySlight surface scoring, minor displacement of element e.g. marking and chipping of beam faces, several bricks across arch barrel width, slight impact deformation of steelworkMinor displacement of element e.g. beam slightly offset on bearings, significant number of bricks knocked out across arch barrel width, moderate impact deformation of steelworkSevere displacement of element e.g. beam dislodged on bearings, many bricks knocked out of across arch barrel width, major impact deformation of steelwork Knocked down, broken, collapsingFailed or seized due to rusting1Non-functional Causing critical structural damageNo sign of damageNo loss of sectionNo visible signs of open joints(No signs of rusting or damage to fixingsMinor signs of damage2Minor section loss (decay less than 5% of section)JJoints/shakes open slightly on surface or cracked coating at joints/shakes6Non structural bolts loose, minor corrosion of fixingsModerate signs of damageMajor signs of damageDisintegrated through damagecModerate section loss causing some reduction in functionality (decay 5 to 20% of section thickness)^Open joints/shakes <50% width of beam, in areas of low flexure or <25% in areas of low flexure^Open joints/shakes >50% width of beam, in areas of low flexure or >25% in areas of low flexure%Beam separated into multiple elementslMajor section loss causing significant reduction in 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