Bend1
type: StiffnessParameter
max value: 0.9
min value: 0.1
direction: y

Crack1
type: DiagonalCrack
type: DamageElement
type: StructuralDamage
adjacent damage element: Crack2
crack width: 3.0

Crack2
type: LongitudinalCrack
type: DamageElement
type: StructuralDamage
crack width: 4.0

Crack3
type: SurfaceCrack
type: DamageElement
type: Defect
crack width: 2.0

Crack4
type: LongitudinalCrack
type: DamageElement
type: StructuralDamage
crack width: 4.0

Crack5
type: DiagonalCrack
type: DamageElement
type: StructuralDamage
adjacent damage element: Crack6
depth: 0.07
crack width: 12.0

Crack6
type: TransverseCrack
type: DamageElement
type: StructuralDamage
adjacent damage element: Crack7
depth: 0.07
crack width: 14.0

Crack7
type: DiagonalCrack
type: DamageElement
type: StructuralDamage
depth: 0.05
crack width: 12.0

D1 1
type: DamageArea
type: StructuralDamage
was attributed to: Al-Hakam Hamdan
has assessment: D1 1-Assessment
has documentation: D1 1-Description
generated at time: 2019-01-14T13:35:23Z

D1 1-Assessment
type: DamageAssessment
durability factor: 2
stability factor: 2
traffic safety factor: 0

D1 1-Description
type: Description
BWPRU fkeyword: 130041120000000
BWPRU fkeyword: 130041220000000
description content: The spacer gap across is restricted continuosly behind the abutment. The formwork residues are not removed from the joint between the super and substructure.

D1 23
type: DamageArea
type: StructuralDamage
was attributed to: Al-Hakam Hamdan
has assessment: D1 23-Assessment
has documentation: D1 23-Description
generated at time: 2019-01-14T13:35:23Z

D1 23-Assessment
type: DamageAssessment
durability factor: 2
stability factor: 1
traffic safety factor: 0

D1 23-Description
type: Description
BWPRU fkeyword: 130043231100000
description content: Strip foundation has settled <2cm. Different settlements of the retaining walls on the left behind the abutment.

D1 28-Assessment
type: DamageAssessment
durability factor: 2
stability factor: 1
traffic safety factor: 0

D1 28-Description
type: Description
BWPRU fkeyword: 130043122000000
description content: 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.

D1 29-Assessment
type: DamageAssessment
durability factor: 2
stability factor: 1
traffic safety factor: 0

D1 29-Description
type: Description
BWPRU fkeyword: 130043122000000
description content: 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.

D1 34-Assessment
type: DamageAssessment
durability factor: 3
stability factor: 2
traffic safety factor: 2

D1 34-Description
type: Description
BWPRU fkeyword: 130044214000000
description content: The steel/metal edge profile is continuously rusted with cross-sectional weakening underside in front of the abutment.

D1 37-Assessment
type: DamageAssessment
durability factor: 2
stability factor: 1
traffic safety factor: 0

D1 37-Description
type: Description
BWPRU fkeyword: 130044214000000
description content: Steel lamella construction with plastic flat profiles with are elatically controlled are fully rusted underside in front of the structure.

D1 38-Assessment
type: DamageAssessment
durability factor: 3
stability factor: 1
traffic safety factor: 1

D1 38-Description
type: Description
BWPRU fkeyword: 130044214000000
description content: 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.

D1 51-Assessment
type: DamageAssessment
durability factor: 2
stability factor: 0
traffic safety factor: 0

D1 55-Assessment
type: DamageAssessment
durability factor: 2
stability factor: 1
traffic safety factor: 1

D1 55-Description
type: Description
BWPRU fkeyword: 130047110000000
description content: Numerous spalling with exposed reinforcement on the right at the outside between superstructures.

D1 6
type: DamageArea
has assessment: D1 6-Assessment
has reduced stiffness modulus: FlexMod1
aggregates damage element: Crack3
aggregates damage element: Crack4
aggregates damage element: Spalling4
aggregates damage pattern: D1 6-CrackPattern
has documentation: D1 6-Description
crack spacing: 0.1

D1 6-Assessment
type: DamageAssessment
durability factor: 3
stability factor: 1
traffic safety factor: 0

D1 6-Description
type: Description
BWPRU fkeyword: 130045000000000
BWPRU fkeyword: 130047110000000
description content: 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.

D1 63-Assessment
type: DamageAssessment
durability factor: 2
stability factor: 1
traffic safety factor: 0

D1 63-Description
type: Description
BWPRU fkeyword: 130044214000000
description content: Lighting pole is regionally red rusted on the left. Pole base at the connection with superstructure is corroded.

D1 65-Assessment
type: DamageAssessment
durability factor: 1
stability factor: 0
traffic safety factor: 1

D1 7-Assessment
type: DamageAssessment
durability factor: 3
stability factor: 1
traffic safety factor: 0

D1 7-Description
type: Description
BWPRU fkeyword: 130045000000000
description content: Continuous cracks from left to right, behind the abutment.

FlexMod1
type: E-Modulus
has reduced material parameter: FlexReduction1
direction: z

FlexReduction1
type: ReductionParameter
reduction value: 0.75

Shear1-3-3
type: ModulusParameter
matrix index: 3,3
reduction value: 0.8

Spalling1
type: Spalling
type: DamageElement
type: StructuralDamage
spalling area: 1.2

Spalling2
type: Spalling
type: DamageElement
type: StructuralDamage
adjacent damage element: Spalling3
spalling area: 0.6

Spalling3
type: ReinforcementCorrosion
type: Spalling
type: DamageElement
type: StructuralDamage
spalling area: 0.4

Spalling4
type: Spalling
type: DamageElement
type: StructuralDamage
spalling area: 1.7

StructureAssessment1
type: StructureAssessment
durability factor: 3
overall rating: 3.4
stability factor: 2
traffic safety factor: 2