@prefix inst: <http://ex.org/alhak/data/D1#> .
@prefix owl: <http://www.w3.org/2002/07/owl#> .
@prefix rdf: <http://www.w3.org/1999/02/22-rdf-syntax-ns#> .
@prefix xsd: <http://www.w3.org/2001/XMLSchema#> .
@prefix rdfs: <http://www.w3.org/2000/01/rdf-schema#> .
@prefix schema: <https://schema.org/> .
@prefix prov: <http://www.w3.org/ns/prov#> .
@prefix dmo: <https://w3id.org/damagemodels/dmo#> .
@prefix dot: <https://w3id.org/dot#> .
@prefix cdo: <https://w3id.org/damagemodels/cdo#> .
@prefix props: <https://w3id.org/product/props#> .
@prefix dasb: <https://w3id.org/damagemodels/d-asb-ing#> .
@prefix brot: <https://wisib.de/ontologie/brot#> .

inst:Al-Hakam_Hamdan rdf:type prov:Person .

inst:Bend1 rdf:type dmo:StiffnessParameter ;
		   schema:maxValue 0.9 ;
           schema:minValue 0.1 ;
		   dmo:direction "y" .

inst:ConstructionReport1 rdf:type dot:ExternalResource .

inst:Crack1 rdf:type cdo:DiagonalCrack ,
					 dot:DamageElement ,
					 dot:StructuralDamage ;
			dot:adjacentDamageElement inst:Crack2 ;
			cdo:crackWidth 3.0 .

inst:Crack2 rdf:type cdo:LongitudinalCrack ,
					 dot:DamageElement ,
					 dot:StructuralDamage ;
			cdo:crackWidth 4.0 .

inst:Crack3 rdf:type cdo:SurfaceCrack ,
					 dot:DamageElement ,
					 dot:Defect ;
			cdo:crackWidth 2.0 .

inst:Crack4 rdf:type cdo:LongitudinalCrack ,
					 dot:DamageElement ,
					 dot:StructuralDamage ;
			cdo:crackWidth 4.0 .

inst:Crack5 rdf:type cdo:DiagonalCrack ,
					 dot:DamageElement ,
					 dot:StructuralDamage ;
			dot:adjacentDamageElement inst:Crack6 ;
			props:depth 0.07 ;
			cdo:crackWidth 12.0 .

inst:Crack6 rdf:type cdo:TransverseCrack ,
					 dot:DamageElement ,
					 dot:StructuralDamage ;
			dot:adjacentDamageElement inst:Crack7 ;
			props:depth 0.07 ;
			cdo:crackWidth 14.0 .

inst:Crack7 rdf:type cdo:DiagonalCrack ,
					 dot:DamageElement ,
					 dot:StructuralDamage ;
			props:depth 0.05 ;
			cdo:crackWidth 12.0 .

inst:D1_1 rdf:type dot:DamageArea ,
				   dot:StructuralDamage ;
		  prov:wasAttributedTo inst:Al-Hakam_Hamdan ;
		  dasb:hasAssessment inst:D1_1-Assessment ;
		  dot:hasDocumentation inst:D1_1-Description ;
		  prov:generatedAtTime "2019-01-14T13:35:23Z"^^xsd:dateTime .

inst:D1_1-Assessment rdf:type dasb:DamageAssessment ;
					 dasb:durabilityFactor 2 ;
					 dasb:stabilityFactor 2 ;
					 dasb:trafficSafetyFactor 0 .

inst:D1_1-Description rdf:type dot:Description ;
					  dasb:BWPRUFkeyword 130041120000000 ,
										 130041220000000 ;
					  dot:descriptionContent "The spacer gap across is restricted continuosly behind the abutment. The formwork residues are not removed from the joint between the super and substructure." .

inst:D1_23 rdf:type dot:DamageArea ,
					dot:StructuralDamage ;
		   prov:wasAttributedTo inst:Al-Hakam_Hamdan ;
           dasb:hasAssessment inst:D1_23-Assessment ;
		   dot:hasDocumentation inst:D1_23-Description ;
		   prov:generatedAtTime "2019-01-14T13:35:23Z"^^xsd:dateTime .

inst:D1_23-Assessment rdf:type dasb:DamageAssessment ;
					  dasb:durabilityFactor 2 ;
					  dasb:stabilityFactor 1 ;
					  dasb:trafficSafetyFactor 0 .

inst:D1_23-Description rdf:type dot:Description ;
					   dasb:BWPRUFkeyword 130043231100000 ;
					   dot:descriptionContent "Strip foundation has settled <2cm. Different settlements of the retaining walls on the left behind the abutment." .

inst:D1_28 rdf:type dot:DamageArea ,
					dot:StructuralDamage ;
		   dasb:hasAssessment inst:D1_28-Assessment ;
		   dot:hasDocumentation inst:D1_28-Description .

inst:D1_28-Assessment rdf:type dasb:DamageAssessment ;
					  dasb:durabilityFactor 2 ;
					  dasb:stabilityFactor 1 ;
					  dasb:trafficSafetyFactor 0 .

inst:D1_28-Description rdf:type dot:Description ;
					   dasb:BWPRUFkeyword 130043122000000 ;
                       dot:descriptionContent "Bearing metal/steel plate is regionally bent on the right of axis number 14. Bending is on all sides of the plate with 1mm engraving." .

inst:D1_29 rdf:type dot:DamageArea ,
					dot:StructuralDamage ;
		   dasb:hasAssessment inst:D1_29-Assessment ;
           dot:hasDocumentation inst:D1_29-Description .

inst:D1_29-Assessment rdf:type dasb:DamageAssessment ;
					  dasb:durabilityFactor 2 ;
					  dasb:stabilityFactor 1 ;
					  dasb:trafficSafetyFactor 0 .

inst:D1_29-Description rdf:type dot:Description ;
					   dasb:BWPRUFkeyword 130043122000000 ;
                       dot:descriptionContent "Bearing metal/steel plate under is regionally bent on the left and behind abutment. Bending is on front side of the plate with 1mm engraving." .

inst:D1_34 rdf:type dot:DamageArea ,
					dot:StructuralDamage ;
		   dasb:hasAssessment inst:D1_34-Assessment ;
		   dot:hasDocumentation inst:D1_34-Description .

inst:D1_34-Assessment rdf:type dasb:DamageAssessment ;
					  dasb:durabilityFactor 3 ;
					  dasb:stabilityFactor 2 ;
					  dasb:trafficSafetyFactor 2 .

inst:D1_34-Description rdf:type dot:Description ;
					  dasb:BWPRUFkeyword 130044214000000 ;
					  dot:descriptionContent "The steel/metal edge profile is continuously rusted with cross-sectional weakening underside in front of the abutment." .

inst:D1_37 rdf:type dot:DamageArea ,
					dot:StructuralDamage ;
		   dasb:hasAssessment inst:D1_37-Assessment ;
		   dot:hasDocumentation inst:D1_37-Description .

inst:D1_37-Assessment rdf:type dasb:DamageAssessment ;
					  dasb:durabilityFactor 2 ;
					  dasb:stabilityFactor 1 ;
					  dasb:trafficSafetyFactor 0 .

inst:D1_37-Description rdf:type dot:Description ;
					   dasb:BWPRUFkeyword 130044214000000 ;
                       dot:descriptionContent "Steel lamella construction with plastic flat profiles with are elatically controlled are fully rusted underside in front of the structure." .

inst:D1_38 rdf:type dot:DamageArea ,
					dot:StructuralDamage ;
		   dasb:hasAssessment inst:D1_38-Assessment ;
		   dot:hasDocumentation inst:D1_38-Description .

 inst:D1_38-Assessment rdf:type dasb:DamageAssessment ;
					   dasb:durabilityFactor 3 ;
					   dasb:stabilityFactor 1 ;
					   dasb:trafficSafetyFactor 1 .

inst:D1_38-Description rdf:type dot:Description ;
					   dasb:BWPRUFkeyword 130044214000000 ;
					   dot:descriptionContent "Steel/metal travers-box regionally rusted with leaf rust from underside in front of the structure. Travers-box and finishing profile of the anchorage is corroded in the superstructure." .

inst:D1_51 rdf:type dot:DamageArea ;
		   dasb:hasAssessment inst:D1_51-Assessment .

inst:D1_51-Assessment rdf:type dasb:DamageAssessment ;
					  dasb:durabilityFactor 2 ;
					  dasb:stabilityFactor 0 ;
					  dasb:trafficSafetyFactor 0 .

inst:D1_55 rdf:type dot:DamageArea ;
		   dasb:hasAssessment inst:D1_55-Assessment ;
		   dmo:hasReducedStiffness inst:ReducedBendingStiffness1 ,
                                   inst:ReducedShearStiffness1 ;
		   dot:aggregatesDamageElement inst:Spalling1 ;
		   dot:aggregatesDamagePattern inst:D1_55-SpallingPattern ;
		   dot:hasDocumentation inst:D1_55-Description .

inst:D1_55-Assessment rdf:type dasb:DamageAssessment ;
					  dasb:durabilityFactor 2 ;
					  dasb:stabilityFactor 1 ;
					  dasb:trafficSafetyFactor 1 .

inst:D1_55-Description rdf:type dot:Description ;
					   dasb:BWPRUFkeyword 130047110000000 ;
					   dot:descriptionContent "Numerous spalling with exposed reinforcement on the right at the outside between superstructures." .

inst:D1_55-SpallingPattern rdf:type dot:DamagePattern ;
						   dot:groupsDamageElement inst:Spalling3 .

inst:D1_6 rdf:type dot:DamageArea ;
		  dasb:hasAssessment inst:D1_6-Assessment ;
		  dmo:hasReducedStiffnessModulus inst:FlexMod1 ;
		  dot:aggregatesDamageElement inst:Crack3 ,
                                      inst:Crack4 ,
                                      inst:Spalling4 ;
		  dot:aggregatesDamagePattern inst:D1_6-CrackPattern ;
          dot:hasDocumentation inst:D1_6-Description ;
		  cdo:crackSpacing 0.1 .

inst:D1_6-Assessment rdf:type dasb:DamageAssessment ;
					 dasb:durabilityFactor 3 ;
					 dasb:stabilityFactor 1 ;
					 dasb:trafficSafetyFactor 0 .

inst:D1_6-CrackPattern rdf:type dot:DamagePattern ;
					   dot:groupsDamageElement inst:Crack1 .

inst:D1_6-Description rdf:type dot:Description ;
					  dasb:BWPRUFkeyword 130045000000000 ,
										 130047110000000 ;
					  dot:descriptionContent "Mutiple spalling with exposed reinforcement in front left of the abutment. Additional cracks and cavities due to corrosion and consequential damages due to leaking road joint construction." .

inst:D1_63 rdf:type dot:DamageElement ,
					dot:StructuralDamage ;
		   dasb:hasAssessment inst:D1_63-Assessment ;
		   dot:hasDocumentation inst:D1_63-Description .

inst:D1_63-Assessment rdf:type dasb:DamageAssessment ;
					  dasb:durabilityFactor 2 ;
					  dasb:stabilityFactor 1 ;
					  dasb:trafficSafetyFactor 0 .

inst:D1_63-Description rdf:type dot:Description ;
					   dasb:BWPRUFkeyword 130044214000000 ;
					   dot:descriptionContent "Lighting pole is regionally red rusted on the left. Pole base at the connection with superstructure is corroded." .

inst:D1_65 rdf:type dot:DamageArea ,
					dot:Defect ;
		   dasb:hasAssessment inst:D1_65-Assessment ;
		   dot:aggregatesDamageElement inst:Defect1 .

inst:D1_65-Assessment rdf:type dasb:DamageAssessment ;
					  dasb:durabilityFactor 1 ;
					  dasb:stabilityFactor 0 ;
					  dasb:trafficSafetyFactor 1 .

inst:D1_7 rdf:type dot:DamageArea ,
				   dot:StructuralDamage ;
		  dasb:hasAssessment inst:D1_7-Assessment ;
		  dot:aggregatesDamagePattern inst:D1_7-CrackPattern ;
		  dot:hasDocumentation inst:D1_7-Description .

inst:D1_7-Assessment rdf:type dasb:DamageAssessment ;
					 dasb:durabilityFactor 3 ;
					 dasb:stabilityFactor 1 ;
					 dasb:trafficSafetyFactor 0 .

inst:D1_7-CrackPattern rdf:type dot:DamagePattern ;
					   dot:groupsDamageElement inst:Crack5 ,
											   inst:Crack6 ,
											   inst:Crack7 .

inst:D1_7-Description rdf:type dot:Description ;
					  dasb:BWPRUFkeyword 130045000000000 ;
					  dot:descriptionContent "Continuous cracks from left to right, behind the abutment." .

inst:Defect1 rdf:type dot:DamageElement ,
					  dot:Defect .

inst:FlexMod1 rdf:type dmo:E-Modulus ;
			  dmo:hasReducedMaterialParameter inst:FlexReduction1 ;
			  dmo:direction "z" .

inst:FlexReduction1 rdf:type dmo:ReductionParameter ;
					dmo:reductionValue 0.75 .

inst:ReducedBendingStiffness1 rdf:type dmo:BendingStiffness ;
							  dmo:hasStiffnessParameter inst:Bend1 .

inst:ReducedShearStiffness1 rdf:type dmo:ShearStiffness ;
							dmo:hasReducedStiffnessModulus inst:ShearMod1 .

inst:Shear1-3-3 rdf:type dmo:ModulusParameter ;
				dmo:matrixIndex "3,3" ;
				dmo:reductionValue 0.8 .

inst:ShearMod1 rdf:type dmo:G-Modulus ;
			   dmo:hasModulusParameter inst:Shear1-3-3 .

inst:Spalling1 rdf:type cdo:Spalling ,
						dot:DamageElement ,
						dot:StructuralDamage ;
			   cdo:spallingArea 1.2 .

inst:Spalling2 rdf:type cdo:Spalling ,
						dot:DamageElement ,
						dot:StructuralDamage ;
			   dot:adjacentDamageElement inst:Spalling3 ;
			   cdo:spallingArea 0.6 .

inst:Spalling3 rdf:type cdo:ReinforcementCorrosion ,
						cdo:Spalling ,
						dot:DamageElement ,
						dot:StructuralDamage ;
			   cdo:spallingArea 0.4 .

inst:Spalling4 rdf:type cdo:Spalling ,
						dot:DamageElement ,
						dot:StructuralDamage ;
			   cdo:spallingArea 1.7 .

inst:StructureAssessment1 rdf:type dasb:StructureAssessment ;
						  dasb:durabilityFactor 3 ;
						  dasb:overallRating 3.4 ;
						  dasb:stabilityFactor 2 ;
						  dasb:trafficSafetyFactor 2 .

inst:abutment-wall-north rdf:type brot:BridgeAbutment ;
						 dot:hasDamageArea inst:D1_1 ,
										   inst:D1_6 ,
										   inst:D1_7 .

inst:bridge-d1 rdf:type brot:Bridge ;
			   brot:contains inst:abutment-wall-north ,
						     inst:plain-with-pot-bearing1 ,
						     inst:plain-with-pot-bearing2 ,
						     inst:strip-foundation1 ,
						     inst:d1-west ,
						     inst:slab1 ,
						     inst:slab2 ;
			   dasb:hasAssessment inst:StructureAssessment1 ;
			   dot:hasDocumentation inst:ConstructionReport1 .

inst:cornice1 rdf:type brot:BridgeRailing ;
			  dot:hasDamageArea inst:D1_55 .

inst:lighting-pole1 rdf:type brot:BridgeIllumination ;
					dot:hasDamageElement inst:D1_63 .

inst:plain-with-pot-bearing1 rdf:type brot:BridgePotBearings ;
							 dot:hasDamageArea inst:D1_29 .

inst:plain-with-pot-bearing2 rdf:type brot:BridgePotBearings ;
							 dot:hasDamageArea inst:D1_28 .

inst:road-joint1 rdf:type brot:Joint ;
				 dot:hasDamageArea inst:D1_34 .

inst:slab1 rdf:type brot:BridgeGirder ;
		   dot:hasDamageArea inst:D1_37 ,
                             inst:D1_38 .

inst:slab2 rdf:type brot:BridgeGirder ;
		   dot:hasDamageArea inst:D1_65 ,
                             inst:D1_51 .

inst:strip-foundation1 rdf:type brot:BridgeFoundation ;
					   dot:hasDamageArea inst:D1_23 .

inst:d1-west rdf:type brot:BridgeSuperStructure ;
					brot:contains inst:cornice1 ,
								  inst:lighting-pole1 ,
								  inst:road-joint1 ,
								  inst:slab1 ,
								  inst:slab2 .