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Provenance
Draft
PASS 1: Contextual Framework Facts Section
Case 71: Failure To Include Information In Engineering Report
R Roles
6
Classes
7
Individuals
S States
6
Classes
7
Individuals
Rs Resources
2
Classes
5
Individuals
Extracted Ontology Entities
33 RDF entities extracted organized by concept type
R Roles
Roles Classes
6
C71
Definition
Extracted from facts
primary
The participant role of the party contracted to carry out the construction work, here the contractor who built the dock, filed an extra claim, and sued Engineer A and the municipality.
Inherited from ContractorRole
· note
The role borne by the party contracted to carry out construction work.
Properties
Text References:
"Following construction, there was a contractor's extra claim and Engineer A and the municipality were both sued by the contractor"
"Following construction, there was a contractor's extra claim and Engineer A and the municipality were both sued by the contractor"
Confidence:
0.9
Role Kind:
participant
Distinguishing Features:
Performs the construction work and asserts contract claims arising from it
[facts] "Following construction, there was a contractor's extra claim and Engineer A and the municipality were both sued by the contractor."
Field classification (triples vs literals)
Literal extractions (kept for synthesis)
textReferencescontent: Following construction, there was a contractor's extra claim and Engineer A and the municipality were both sued by the contractorroleKindcontent: participantdistinguishingFeaturescontent: Performs the construction work and asserts contract claims arising from itconfidenceassessment: 0.9
C71
Definition
Extracted from facts
primary
A professional engineering role responsible for producing the design of a project, including plans and design calculations, here the design of a dock on a supporting pile foundation.
Inherited from DesignEngineerRole
· note
An engineer responsible for producing a design (plans, calculations, specifications, drawings) for a project. Project and discipline are case context, not separate role kinds.
Properties
Text References:
"Engineer A was retained by a municipality to design a dock on a supporting foundation of 90 piles"
"Engineer A was retained by a municipality to design a dock on a supporting foundation of 90 piles"
Confidence:
0.95
Role Category:
provider_client
Role Kind:
professional
Distinguishing Features:
- Produces the original design including design calculations that establish load carrying requirements
- Defends the design when it is challenged in a dispute
Professional Scope:
Original engineering design of the project, including plans and design calculations for foundation load carrying requirements
Typical Qualifications:
- Professional Engineer license
- Foundation and marine structure design experience
Associated Virtues:
- Competence
- Integrity
[facts] "Engineer A was retained by a municipality to design a dock on a supporting foundation of 90 piles."
Field classification (triples vs literals)
Literal extractions (kept for synthesis)
textReferencescontent: Engineer A was retained by a municipality to design a dock on a supporting foundation of 90 pilesroleCategorycontent: provider_clientroleKindcontent: professionaldistinguishingFeaturescontent: Produces the original design including design calculations that establish load carrying requirements; Defends the design when it is challenged in a disputeprofessionalScopecontent: Original engineering design of the project, including plans and design calculations for foundation load carrying requirementstypicalQualificationscontent: Professional Engineer license; Foundation and marine structure design experienceassociatedVirtuescontent: Competence; Integrityconfidenceassessment: 0.95
C71
Definition
Extracted from facts
primary
A professional engineering role in which an engineer is retained by a party to a dispute to supervise testing and issue a concluding report bearing on the disputed engineering question, here supervising the driving of test piles and reporting on whether the piles met the design safety factor.
Inherited from ForensicExpertWitnessEngineerRole
· note
An engineer retained to provide forensic analysis and expert testimony in a dispute or litigation. Inferred :ProviderClientRole via proeth-core:hasClient (the retained provider side).
Properties
Text References:
"the municipality retained Engineer B to supervise the driving of several test piles to see whether the piles would gain sufficient strength to meet the design calculation requirements"
"Engineer B's concluding report stated that approximately 19 of the 90 piles did not meet the safety factor required by the design calculations"
"the municipality retained Engineer B to supervise the driving of several test piles to see whether the piles would gain sufficient strength to meet the design calculation requirements"
"Engineer B's concluding report stated that approximately 19 of the 90 piles did not meet the safety factor required by the design calculations"
Confidence:
0.85
Role Category:
provider_client
Role Kind:
professional
Distinguishing Features:
- Retained by one party to a dispute to conduct tests and render conclusions on the disputed engineering question
- Issues a concluding report whose completeness and objectivity affect the dispute
Professional Scope:
Supervision of engineering tests and preparation of a concluding technical report for the retaining party in a dispute
Typical Qualifications:
- Professional Engineer license
- Experience in pile driving and foundation testing
Associated Virtues:
- Objectivity
- Truthfulness
- Thoroughness
[facts] "To test this, the municipality retained Engineer B to supervise the driving of several test piles to see whether the piles would gain sufficient strength to meet the design calculation requirements."
Field classification (triples vs literals)
Literal extractions (kept for synthesis)
textReferencescontent: the municipality retained Engineer B to supervise the driving of several test piles to see whether the piles would gain sufficient strength to meet the design calculation requirements; Engineer B's concluding report stated that approximately 19 of the 90 piles did not meet the safety factor required by the design calculationsroleCategorycontent: provider_clientroleKindcontent: professionaldistinguishingFeaturescontent: Retained by one party to a dispute to conduct tests and render conclusions on the disputed engineering question; Issues a concluding report whose completeness and objectivity affect the disputeprofessionalScopecontent: Supervision of engineering tests and preparation of a concluding technical report for the retaining party in a disputetypicalQualificationscontent: Professional Engineer license; Experience in pile driving and foundation testingassociatedVirtuescontent: Objectivity; Truthfulness; Thoroughnessconfidenceassessment: 0.85
C71
Definition
Extracted from facts
primary
A professional engineering role in which an independent geotechnical consultant is retained to observe a test and give expert testimony on the conduct and validity of the test, here observing the test pile driving and testifying about equipment failure and non-duplicated driving conditions.
Inherited from GeotechnicalEngineerRole
· note
An engineer whose practice area is geotechnical engineering (soils and foundations, including site observation).
Properties
Text References:
"An independent geotechnical consultant was retained by Engineer A to observe the test"
"The geotechnical consultant testified and showed that dynamic test equipment had failed during the test"
"An independent geotechnical consultant was retained by Engineer A to observe the test"
"The geotechnical consultant testified and showed that dynamic test equipment had failed during the test"
Confidence:
0.9
Role Category:
provider_client
Role Kind:
professional
Distinguishing Features:
Observes tests as an independent geotechnical specialist and reports on whether test conditions were valid
Professional Scope:
Geotechnical observation of pile testing and expert opinion on soil-pile behavior such as set up strength and skin friction
Typical Qualifications:
- Professional Engineer license
- Geotechnical engineering specialization
Associated Virtues:
- Independence
- Technical rigor
[facts] "An independent geotechnical consultant was retained by Engineer A to observe the test."
Field classification (triples vs literals)
Literal extractions (kept for synthesis)
textReferencescontent: An independent geotechnical consultant was retained by Engineer A to observe the test; The geotechnical consultant testified and showed that dynamic test equipment had failed during the testroleCategorycontent: provider_clientroleKindcontent: professionaldistinguishingFeaturescontent: Observes tests as an independent geotechnical specialist and reports on whether test conditions were validprofessionalScopecontent: Geotechnical observation of pile testing and expert opinion on soil-pile behavior such as set up strength and skin frictiontypicalQualificationscontent: Professional Engineer license; Geotechnical engineering specializationassociatedVirtuescontent: Independence; Technical rigorconfidenceassessment: 0.9
C71
Definition
Extracted from facts
primary
A role of an expert brought in by a party during mediation to testify in support of that party's case, here testifying that pile driving records indicated many piles did not meet driving resistance sufficient to satisfy the load carrying requirements of the design calculations.
Inherited from ExpertWitnessRole
· note
A professional engineer who testifies before a public body such as a legislative committee, presenting engineering studies, analysis, and supporting data on behalf of the party he represents, and commenting on the analysis and findings of other engineering witnesses.
Properties
Text References:
"During the mediation, the municipality brought in expert witnesses to support their case"
"One expert testified that the pile driving records indicated that many of the piles did not, at the time of initial driving, meet driving resistance sufficient to satisfy the load carrying requirement..."
"During the mediation, the municipality brought in expert witnesses to support their case"
"One expert testified that the pile driving records indicated that many of the piles did not, at the time of initial driving, meet driving resistance sufficient to satisfy the load carrying requirement..."
Confidence:
0.85
Role Category:
provider_client
Role Kind:
professional
Distinguishing Features:
Testifies on technical matters on behalf of the retaining party in a dispute proceeding
Professional Scope:
Technical testimony on pile driving records and load carrying requirements in a mediated dispute
Typical Qualifications:
Recognized technical expertise in the subject of testimony
Associated Virtues:
- Truthfulness
- Objectivity
[facts] "During the mediation, the municipality brought in expert witnesses to support their case."
Field classification (triples vs literals)
Literal extractions (kept for synthesis)
textReferencescontent: During the mediation, the municipality brought in expert witnesses to support their case; One expert testified that the pile driving records indicated that many of the piles did not, at the time of initial driving, meet driving resistance sufficient to satisfy the load carrying requirements of the design calculationsroleCategorycontent: provider_clientroleKindcontent: professionaldistinguishingFeaturescontent: Testifies on technical matters on behalf of the retaining party in a dispute proceedingprofessionalScopecontent: Technical testimony on pile driving records and load carrying requirements in a mediated disputetypicalQualificationscontent: Recognized technical expertise in the subject of testimonyassociatedVirtuescontent: Truthfulness; Objectivityconfidenceassessment: 0.85
C71
Definition
Extracted from facts
primary
The participant role of the party that commissions the professional engineering work, here the municipality that retained Engineer A for the dock design and later retained Engineer B for the pile testing.
Inherited from ClientRole
· note
The role borne by the party that commissions the project work. This is the occupational archetype; the duty relationship is carried separately by :ProviderClientRole.
Properties
Text References:
"Engineer A was retained by a municipality to design a dock on a supporting foundation of 90 piles"
"the municipality retained Engineer B to supervise the driving of several test piles"
"Engineer A was retained by a municipality to design a dock on a supporting foundation of 90 piles"
"the municipality retained Engineer B to supervise the driving of several test piles"
Confidence:
0.9
Role Kind:
participant
Distinguishing Features:
Commissions the engineering work and retains experts to support its case in the dispute
[facts] "Engineer A was retained by a municipality to design a dock on a supporting foundation of 90 piles."
Field classification (triples vs literals)
Literal extractions (kept for synthesis)
textReferencescontent: Engineer A was retained by a municipality to design a dock on a supporting foundation of 90 piles; the municipality retained Engineer B to supervise the driving of several test pilesroleKindcontent: participantdistinguishingFeaturescontent: Commissions the engineering work and retains experts to support its case in the disputeconfidenceassessment: 0.9
Roles Individuals
7Engineer A Design Engineer
Design Engineer Role
C71
Text References:
"Engineer A was retained by a municipality to design a dock on a supporting foundation of 90 piles"
"Engineer A testified that the geotechnical firm's report expected that the piles would gain sufficient additional strength within 30 days to meet driving resistance requirements"
"Engineer A was retained by a municipality to design a dock on a supporting foundation of 90 piles"
"Engineer A testified that the geotechnical firm's report expected that the piles would gain sufficient additional strength within 30 days to meet driving resistance requirements"
Confidence:
0.95
Actor:
Engineer A
Role Class:
Design Engineer Role
Role Category:
provider_client
Role Kind:
professional
Specialty:
Dock and pile foundation design
Additional Relationships:
- {'type': 'suedBy', 'target': 'Contractor', 'quote': 'Engineer A and the municipality were both sued by the contractor'}
- {'type': 'retained', 'target': 'Geotechnical Consultant', 'quote': 'An independent geotechnical consultant was retained by Engineer A to observe the test'}
- {'type': 'sharedSettlementCostWith', 'target': 'Municipality', 'quote': 'Engineer A and the municipality shared the cost of the settlement with the contractor for $300,000'}
Case Involvement:
Designed the dock on a 90 pile foundation, was sued by the contractor together with the municipality, shared the mediated settlement cost, testified that the geotechnical firm's report expected the piles to gain sufficient additional strength within 30 days, retained an independent geotechnical consultant to observe the test pile driving, and queried Engineer B after the report was issued.
Hasclient:
Municipality
"Engineer A was retained by a municipality to design a dock on a supporting foundation of 90 piles"
"Engineer A was retained by a municipality to design a dock on a supporting foundation of 90 piles"
Workreviewedby:
Engineer B
"the municipality retained Engineer B to supervise the driving of several test piles to see whether the piles would gain sufficient strength to meet the design c..."
"the municipality retained Engineer B to supervise the driving of several test piles to see whether the piles would gain sufficient strength to meet the design c..."
[facts] "Engineer A was retained by a municipality to design a dock on a supporting foundation of 90 piles."
Field classification (triples vs literals)
Relations (structural triples)
actor: Engineer Arelationships: {'type': 'hasClient', 'target': 'Municipality', 'quote': 'Engineer A was retained by a municipality to design a dock on a supporting foundation of 90 piles'}; {'type': 'workReviewedBy', 'target': 'Engineer B', 'quote': 'the municipality retained Engineer B to supervise the driving of several test piles to see whether the piles would gain sufficient strength to meet the design calculation requirements'}
Literal extractions (kept for synthesis)
textReferencescontent: Engineer A was retained by a municipality to design a dock on a supporting foundation of 90 piles; Engineer A testified that the geotechnical firm's report expected that the piles would gain sufficient additional strength within 30 days to meet driving resistance requirementsroleClasscontent: Design Engineer RoleroleCategorycontent: provider_clientroleKindcontent: professionalspecialtycontent: Dock and pile foundation designadditionalRelationshipscontent: {'type': 'suedBy', 'target': 'Contractor', 'quote': 'Engineer A and the municipality were both sued by the contractor'}; {'type': 'retained', 'target': 'Geotechnical Consultant', 'quote': 'An independent geotechnical consultant was retained by Engineer A to observe the test'}; {'type': 'sharedSettlementCostWith', 'target': 'Municipality', 'quote': 'Engineer A and the municipality shared the cost of the settlement with the contractor for $300,000'}caseInvolvementcontent: Designed the dock on a 90 pile foundation, was sued by the contractor together with the municipality, shared the mediated settlement cost, testified that the geotechnical firm's report expected the piles to gain sufficient additional strength within 30 days, retained an independent geotechnical consultant to observe the test pile driving, and queried Engineer B after the report was issued.confidenceassessment: 0.95
Geotechnical Consultant Test Observer
Geotechnical Engineer Role
C71
Text References:
"An independent geotechnical consultant was retained by Engineer A to observe the test"
"The geotechnical consultant testified and showed that dynamic test equipment had failed during the test and that the test piles were not driven to the same depth of penetration that apparently was req..."
"An independent geotechnical consultant was retained by Engineer A to observe the test"
"The geotechnical consultant testified and showed that dynamic test equipment had failed during the test and that the test piles were not driven to the same depth of penetration that apparently was req..."
Confidence:
0.9
Actor:
Geotechnical Consultant
Role Class:
Geotechnical Engineer Role
Role Category:
provider_client
Role Kind:
professional
Specialty:
Geotechnical engineering, pile behavior
Case Involvement:
Retained by Engineer A to observe the test pile driving, testified that the dynamic test equipment failed, that the test piles were not driven to the same depth of penetration required for the plug to form, that driving conditions were not duplicated because a vibratory hammer was used, and opined that dropping the hammer after the 30 day set up broke the pile bond and undervalued the skin friction value reported by Engineer B's tests.
Independence:
independent geotechnical consultant
Hasclient:
Engineer A
"An independent geotechnical consultant was retained by Engineer A to observe the test"
"An independent geotechnical consultant was retained by Engineer A to observe the test"
Reviewsworkof:
Engineer B
"In the opinion of Engineer A's geotechnical consultant, this would have broken the pile bond and undervalued the skin friction value reported by Engineer B's te..."
"In the opinion of Engineer A's geotechnical consultant, this would have broken the pile bond and undervalued the skin friction value reported by Engineer B's te..."
[facts] "An independent geotechnical consultant was retained by Engineer A to observe the test."
Field classification (triples vs literals)
Relations (structural triples)
actor: Geotechnical Consultantattributes: {'independence': 'independent geotechnical consultant'}relationships: {'type': 'hasClient', 'target': 'Engineer A', 'quote': 'An independent geotechnical consultant was retained by Engineer A to observe the test'}; {'type': 'reviewsWorkOf', 'target': 'Engineer B', 'quote': "In the opinion of Engineer A's geotechnical consultant, this would have broken the pile bond and undervalued the skin friction value reported by Engineer B's tests."}
Literal extractions (kept for synthesis)
textReferencescontent: An independent geotechnical consultant was retained by Engineer A to observe the test; The geotechnical consultant testified and showed that dynamic test equipment had failed during the test and that the test piles were not driven to the same depth of penetration that apparently was required for the plug to form in the original pilesroleClasscontent: Geotechnical Engineer RoleroleCategorycontent: provider_clientroleKindcontent: professionalspecialtycontent: Geotechnical engineering, pile behaviorcaseInvolvementcontent: Retained by Engineer A to observe the test pile driving, testified that the dynamic test equipment failed, that the test piles were not driven to the same depth of penetration required for the plug to form, that driving conditions were not duplicated because a vibratory hammer was used, and opined that dropping the hammer after the 30 day set up broke the pile bond and undervalued the skin friction value reported by Engineer B's tests.confidenceassessment: 0.9
Engineer B Forensic Test Engineer
Forensic Expert Witness Engineer Role
C71
Text References:
"the municipality retained Engineer B to supervise the driving of several test piles to see whether the piles would gain sufficient strength to meet the design calculation requirements"
"Engineer B's concluding report stated that approximately 19 of the 90 piles did not meet the safety factor required by the design calculations"
"Additionally, Engineer B did not report that the dynamic test equipment had failed"
"the municipality retained Engineer B to supervise the driving of several test piles to see whether the piles would gain sufficient strength to meet the design calculation requirements"
"Engineer B's concluding report stated that approximately 19 of the 90 piles did not meet the safety factor required by the design calculations"
"Additionally, Engineer B did not report that the dynamic test equipment had failed"
Confidence:
0.9
Actor:
Engineer B
Role Class:
Forensic Expert Witness Engineer Role
Role Category:
provider_client
Role Kind:
professional
Specialty:
Pile testing
Additional Relationships:
{'type': 'didNotConsult', 'target': 'Engineer A', 'quote': "At no time during the development of Engineer B's report did Engineer B talk to any representative of Engineer A, even though Engineer A's on-site representatives were available to testify as to the accuracy of the pile driving records."}
Case Involvement:
Retained by the municipality to supervise test pile driving, issued a concluding report stating approximately 19 of the 90 piles did not meet the required safety factor, omitted that the 19 piles had been driven to essential refusal and that wave equation calculations would have indicated strength several multiples over the calculated load requirements, did not report the dynamic test equipment failure, and did not talk to Engineer A's representatives or inquire of contractors or workers to verify or refute his theories.
Stated scope limitation:
We didn't look at the pile driving records because it was not in our scope of work.
Hasclient:
Municipality
"the municipality retained Engineer B to supervise the driving of several test piles to see whether the piles would gain sufficient strength to meet the design c..."
"the municipality retained Engineer B to supervise the driving of several test piles to see whether the piles would gain sufficient strength to meet the design c..."
Reviewsworkof:
Engineer A
"Engineer B's concluding report stated that approximately 19 of the 90 piles did not meet the safety factor required by the design calculations"
"Engineer B's concluding report stated that approximately 19 of the 90 piles did not meet the safety factor required by the design calculations"
[facts] "To test this, the municipality retained Engineer B to supervise the driving of several test piles to see whether the piles would gain sufficient strength to meet the design calculation requirements."
Field classification (triples vs literals)
Relations (structural triples)
actor: Engineer Battributes: {'stated_scope_limitation': "We didn't look at the pile driving records because it was not in our scope of work."}relationships: {'type': 'hasClient', 'target': 'Municipality', 'quote': 'the municipality retained Engineer B to supervise the driving of several test piles to see whether the piles would gain sufficient strength to meet the design calculation requirements'}; {'type': 'reviewsWorkOf', 'target': 'Engineer A', 'quote': "Engineer B's concluding report stated that approximately 19 of the 90 piles did not meet the safety factor required by the design calculations"}
Literal extractions (kept for synthesis)
textReferencescontent: the municipality retained Engineer B to supervise the driving of several test piles to see whether the piles would gain sufficient strength to meet the design calculation requirements; Engineer B's concluding report stated that approximately 19 of the 90 piles did not meet the safety factor required by the design calculations; Additionally, Engineer B did not report that the dynamic test equipment had failedroleClasscontent: Forensic Expert Witness Engineer RoleroleCategorycontent: provider_clientroleKindcontent: professionalspecialtycontent: Pile testingadditionalRelationshipscontent: {'type': 'didNotConsult', 'target': 'Engineer A', 'quote': "At no time during the development of Engineer B's report did Engineer B talk to any representative of Engineer A, even though Engineer A's on-site representatives were available to testify as to the accuracy of the pile driving records."}caseInvolvementcontent: Retained by the municipality to supervise test pile driving, issued a concluding report stating approximately 19 of the 90 piles did not meet the required safety factor, omitted that the 19 piles had been driven to essential refusal and that wave equation calculations would have indicated strength several multiples over the calculated load requirements, did not report the dynamic test equipment failure, and did not talk to Engineer A's representatives or inquire of contractors or workers to verify or refute his theories.confidenceassessment: 0.9
Municipality Expert Witness
Expert Witness Role
C71
Text References:
"During the mediation, the municipality brought in expert witnesses to support their case"
"One expert testified that the pile driving records indicated that many of the piles did not, at the time of initial driving, meet driving resistance sufficient to satisfy the load carrying requirement..."
"During the mediation, the municipality brought in expert witnesses to support their case"
"One expert testified that the pile driving records indicated that many of the piles did not, at the time of initial driving, meet driving resistance sufficient to satisfy the load carrying requirement..."
Confidence:
0.8
Actor:
Municipality's Expert Witness
Role Class:
Expert Witness Role
Role Category:
provider_client
Role Kind:
professional
Specialty:
Pile driving analysis
Case Involvement:
Testified during the mediation that the pile driving records indicated many of the piles did not, at the time of initial driving, meet driving resistance sufficient to satisfy the load carrying requirements of the design calculations.
Hasclient:
Municipality
"During the mediation, the municipality brought in expert witnesses to support their case"
"During the mediation, the municipality brought in expert witnesses to support their case"
[facts] "During the mediation, the municipality brought in expert witnesses to support their case."
Field classification (triples vs literals)
Relations (structural triples)
actor: Municipality's Expert Witnessrelationships: {'type': 'hasClient', 'target': 'Municipality', 'quote': 'During the mediation, the municipality brought in expert witnesses to support their case'}
Literal extractions (kept for synthesis)
textReferencescontent: During the mediation, the municipality brought in expert witnesses to support their case; One expert testified that the pile driving records indicated that many of the piles did not, at the time of initial driving, meet driving resistance sufficient to satisfy the load carrying requirements of the design calculationsroleClasscontent: Expert Witness RoleroleCategorycontent: provider_clientroleKindcontent: professionalspecialtycontent: Pile driving analysiscaseInvolvementcontent: Testified during the mediation that the pile driving records indicated many of the piles did not, at the time of initial driving, meet driving resistance sufficient to satisfy the load carrying requirements of the design calculations.confidenceassessment: 0.8
Municipality Client
Client Role
C71
Text References:
"Engineer A was retained by a municipality to design a dock on a supporting foundation of 90 piles"
"the municipality retained Engineer B to supervise the driving of several test piles"
"Engineer A was retained by a municipality to design a dock on a supporting foundation of 90 piles"
"the municipality retained Engineer B to supervise the driving of several test piles"
Confidence:
0.9
Actor:
Municipality
Role Class:
Client Role
Role Kind:
participant
Additional Relationships:
- {'type': 'suedBy', 'target': 'Contractor', 'quote': 'Engineer A and the municipality were both sued by the contractor'}
- {'type': 'retained', 'target': 'Engineer B', 'quote': 'the municipality retained Engineer B to supervise the driving of several test piles'}
- {'type': 'sharedSettlementCostWith', 'target': 'Engineer A', 'quote': 'Engineer A and the municipality shared the cost of the settlement with the contractor for $300,000'}
Case Involvement:
Retained Engineer A to design the dock, was sued by the contractor together with Engineer A, shared the $300,000 mediated settlement, brought in expert witnesses to support its case, and retained Engineer B to supervise the test pile driving.
[facts] "Engineer A was retained by a municipality to design a dock on a supporting foundation of 90 piles."
Field classification (triples vs literals)
Relations (structural triples)
actor: Municipality
Literal extractions (kept for synthesis)
textReferencescontent: Engineer A was retained by a municipality to design a dock on a supporting foundation of 90 piles; the municipality retained Engineer B to supervise the driving of several test pilesroleClasscontent: Client RoleroleKindcontent: participantadditionalRelationshipscontent: {'type': 'suedBy', 'target': 'Contractor', 'quote': 'Engineer A and the municipality were both sued by the contractor'}; {'type': 'retained', 'target': 'Engineer B', 'quote': 'the municipality retained Engineer B to supervise the driving of several test piles'}; {'type': 'sharedSettlementCostWith', 'target': 'Engineer A', 'quote': 'Engineer A and the municipality shared the cost of the settlement with the contractor for $300,000'}caseInvolvementcontent: Retained Engineer A to design the dock, was sued by the contractor together with Engineer A, shared the $300,000 mediated settlement, brought in expert witnesses to support its case, and retained Engineer B to supervise the test pile driving.confidenceassessment: 0.9
Contractor Claimant
Contractor Role
C71
Text References:
"Following construction, there was a contractor's extra claim and Engineer A and the municipality were both sued by the contractor"
"Engineer A and the municipality shared the cost of the settlement with the contractor for $300,000"
"Following construction, there was a contractor's extra claim and Engineer A and the municipality were both sued by the contractor"
"Engineer A and the municipality shared the cost of the settlement with the contractor for $300,000"
Confidence:
0.85
Actor:
Contractor
Role Class:
Contractor Role
Role Kind:
participant
Additional Relationships:
{'type': 'sued', 'target': 'Engineer A and Municipality', 'quote': 'Engineer A and the municipality were both sued by the contractor'}
Case Involvement:
Constructed the dock, filed an extra claim, sued Engineer A and the municipality, and received a $300,000 settlement through mediation.
[facts] "Following construction, there was a contractor's extra claim and Engineer A and the municipality were both sued by the contractor."
Field classification (triples vs literals)
Relations (structural triples)
actor: Contractor
Literal extractions (kept for synthesis)
textReferencescontent: Following construction, there was a contractor's extra claim and Engineer A and the municipality were both sued by the contractor; Engineer A and the municipality shared the cost of the settlement with the contractor for $300,000roleClasscontent: Contractor RoleroleKindcontent: participantadditionalRelationshipscontent: {'type': 'sued', 'target': 'Engineer A and Municipality', 'quote': 'Engineer A and the municipality were both sued by the contractor'}caseInvolvementcontent: Constructed the dock, filed an extra claim, sued Engineer A and the municipality, and received a $300,000 settlement through mediation.confidenceassessment: 0.85
Geotechnical Firm Report Author
Geotechnical Engineer Role
C71
Text References:
"Engineer A testified that the geotechnical firm's report expected that the piles would gain sufficient additional strength within 30 days to meet driving resistance requirements"
"Engineer A testified that the geotechnical firm's report expected that the piles would gain sufficient additional strength within 30 days to meet driving resistance requirements"
Confidence:
0.7
Actor:
Geotechnical Firm
Role Class:
Geotechnical Engineer Role
Role Kind:
professional
Specialty:
Geotechnical engineering
Additional Relationships:
{'type': 'providedReportReliedOnBy', 'target': 'Engineer A', 'quote': "Engineer A testified that the geotechnical firm's report expected that the piles would gain sufficient additional strength within 30 days to meet driving resistance requirements"}
Case Involvement:
Authored the geotechnical report that expected the piles would gain sufficient additional strength within 30 days to meet driving resistance requirements, which Engineer A relied on in testimony.
[facts] "Engineer A testified that the geotechnical firm's report expected that the piles would gain sufficient additional strength within 30 days to meet driving resistance requirements."
Field classification (triples vs literals)
Relations (structural triples)
actor: Geotechnical Firm
Literal extractions (kept for synthesis)
textReferencescontent: Engineer A testified that the geotechnical firm's report expected that the piles would gain sufficient additional strength within 30 days to meet driving resistance requirementsroleClasscontent: Geotechnical Engineer RoleroleKindcontent: professionalspecialtycontent: Geotechnical engineeringadditionalRelationshipscontent: {'type': 'providedReportReliedOnBy', 'target': 'Engineer A', 'quote': "Engineer A testified that the geotechnical firm's report expected that the piles would gain sufficient additional strength within 30 days to meet driving resistance requirements"}caseInvolvementcontent: Authored the geotechnical report that expected the piles would gain sufficient additional strength within 30 days to meet driving resistance requirements, which Engineer A relied on in testimony.confidenceassessment: 0.7
S States
States Classes
6
C71
Definition
Extracted from facts
primary
A resource condition in which a means of verifying the disputed facts is available to the professional, here Engineer A's on-site representatives being available to testify as to the accuracy of the pile driving records while Engineer B developed his report.
Inherited from AlternativeAvailabilityState
· note
A resource condition in which ethical and legal approaches to resolving a professional problem are available, so ignoring or concealing a violation is not necessary. Here the Board notes that, with Engineer B's knowledge and approval, Engineer A could have privately discussed the matter with proper authorities at the State Board and the parties might cooperatively identify a practice alternative, such as hiring a qualified temporary engineer until Engineer B was able to return to full duty.
Properties
Text References:
"Engineer A's on-site representatives were available to testify as to the accuracy of the pile driving records"
"Engineer A's on-site representatives were available to testify as to the accuracy of the pile driving records"
Confidence:
0.78
State Category:
resource
Persistence Type:
inertial
Activation Conditions:
Engineer A's on-site representatives are available during the development of Engineer B's report
Termination Conditions:
The representatives are consulted or become unavailable
Obligation Activation:
Obligation to gather available facts before issuing conclusions
Principle Transformation:
The availability of verification means removes any feasibility excuse, so the diligence duty concretely required consulting the available witnesses.
[facts] "At no time during the development of Engineer B's report did Engineer B talk to any representative of Engineer A, even though Engineer A's on-site representatives were available to testify as to the a..."
Field classification (triples vs literals)
Literal extractions (kept for synthesis)
textReferencescontent: Engineer A's on-site representatives were available to testify as to the accuracy of the pile driving recordsstateCategorycontent: resourcepersistenceTypecontent: inertialprincipleTransformationcontent: The availability of verification means removes any feasibility excuse, so the diligence duty concretely required consulting the available witnesses.confidenceassessment: 0.78
Derived (reconstructable from the graph)
activationConditions: Engineer A's on-site representatives are available during the development of Engineer B's reportterminationConditions: The representatives are consulted or become unavailableobligationActivation: Obligation to gather available facts before issuing conclusions
C71
Definition
Extracted from facts
primary
An epistemic condition in which qualified professionals examining the same technical question reach conflicting conclusions. Here the municipality's expert testified that many piles did not meet driving resistance at initial driving, while Engineer A testified that the geotechnical report expected the piles to gain sufficient strength within 30 days.
Inherited from DivergentExpertOpinionState
· note
An epistemic condition in which qualified professionals, examining the same technical question, reach conflicting conclusions, here one engineer's studies indicating a series of low dams as the most efficient solution while another engineer's analysis indicates one high dam as more effective and less expensive, each criticizing the analysis and findings of the other.
Properties
Text References:
"One expert testified that the pile driving records indicated that many of the piles did not, at the time of initial driving, meet driving resistance sufficient to satisfy the load carrying requirement..."
"Engineer A testified that the geotechnical firm's report expected that the piles would gain sufficient additional strength within 30 days to meet driving resistance requirements."
"One expert testified that the pile driving records indicated that many of the piles did not, at the time of initial driving, meet driving resistance sufficient to satisfy the load carrying requirement..."
"Engineer A testified that the geotechnical firm's report expected that the piles would gain sufficient additional strength within 30 days to meet driving resistance requirements."
Confidence:
0.88
State Category:
epistemic
Persistence Type:
inertial
Activation Conditions:
Municipality's expert and Engineer A give conflicting testimony on pile capacity during mediation
Termination Conditions:
Test pile program resolves the disputed question of set up strength
Obligation Activation:
Obligation to base positions on adequate technical data
Principle Transformation:
The disagreement between experts converts the honesty principle into a concrete duty to test and disclose the technical basis of each position.
[facts] "One expert testified that the pile driving records indicated that many of the piles did not, at the time of initial driving, meet driving resistance sufficient to satisfy the load carrying requirement..."
Field classification (triples vs literals)
Literal extractions (kept for synthesis)
textReferencescontent: One expert testified that the pile driving records indicated that many of the piles did not, at the time of initial driving, meet driving resistance sufficient to satisfy the load carrying requirements of the design calculations.; Engineer A testified that the geotechnical firm's report expected that the piles would gain sufficient additional strength within 30 days to meet driving resistance requirements.stateCategorycontent: epistemicpersistenceTypecontent: inertialprincipleTransformationcontent: The disagreement between experts converts the honesty principle into a concrete duty to test and disclose the technical basis of each position.confidenceassessment: 0.88
Derived (reconstructable from the graph)
activationConditions: Municipality's expert and Engineer A give conflicting testimony on pile capacity during mediationterminationConditions: Test pile program resolves the disputed question of set up strengthobligationActivation: Obligation to base positions on adequate technical data
New
C71
Definition
Extracted from facts
primary
An epistemic condition in which test results were produced under conditions that did not duplicate the original conditions and with equipment that failed during the test, so the evidentiary value of the test findings is undermined. Here dynamic test equipment failed, the test piles were not driven to the required depth of penetration, a vibratory hammer was used that was not used in the original driving, and the hammer was dropped several times before blow counts commenced, which in the consultant's opinion broke the pile bond and undervalued the reported skin friction.
Properties
Text References:
"The geotechnical consultant testified and showed that dynamic test equipment had failed during the test and that the test piles were not driven to the same depth of penetration that apparently was req..."
"Driving conditions were not duplicated in driving the test piles in that a vibratory hammer was used for the test piles and not used in the original driving."
"The geotechnical consultant testified and showed that dynamic test equipment had failed during the test and that the test piles were not driven to the same depth of penetration that apparently was req..."
"Driving conditions were not duplicated in driving the test piles in that a vibratory hammer was used for the test piles and not used in the original driving."
Confidence:
0.85
State Category:
epistemic
Persistence Type:
inertial
Activation Conditions:
Dynamic test equipment fails during the test and driving conditions are not duplicated
Termination Conditions:
The test is repeated under duplicated conditions with functioning equipment
Obligation Activation:
Obligation to report the equipment failure and the limitations of the test conditions
Principle Transformation:
The known defects in the test conditions make the honesty principle a concrete duty to qualify or disclose the limits of conclusions drawn from the test.
[facts] "The geotechnical consultant testified and showed that dynamic test equipment had failed during the test and that the test piles were not driven to the same depth of penetration that apparently was req..."
Field classification (triples vs literals)
Literal extractions (kept for synthesis)
textReferencescontent: The geotechnical consultant testified and showed that dynamic test equipment had failed during the test and that the test piles were not driven to the same depth of penetration that apparently was required for the plug to form in the original piles.; Driving conditions were not duplicated in driving the test piles in that a vibratory hammer was used for the test piles and not used in the original driving.stateCategorycontent: epistemicpersistenceTypecontent: inertialprincipleTransformationcontent: The known defects in the test conditions make the honesty principle a concrete duty to qualify or disclose the limits of conclusions drawn from the test.confidenceassessment: 0.85
Derived (reconstructable from the graph)
activationConditions: Dynamic test equipment fails during the test and driving conditions are not duplicatedterminationConditions: The test is repeated under duplicated conditions with functioning equipmentobligationActivation: Obligation to report the equipment failure and the limitations of the test conditions
C71
Definition
Extracted from facts
primary
A condition in which a professional's engagement is limited to a defined service, invoked here by Engineer B as the reason for not examining the pile driving records, saying the records were not in his scope of work even though his report drew conclusions about the piles those records bore on.
Inherited from ScopeLimitationState
· note
A condition in which a professional's engagement is contractually limited to a defined service, here Engineer A hired by the Homeowner only to design a retaining wall system to stabilize a rear yard, so the observed sprinkler defect lies outside the scope of the retained services.
Properties
Text References:
"Previously, Engineer B had said, "We didn't look at the pile driving records because it was not in our scope of work.""
"Previously, Engineer B had said, "We didn't look at the pile driving records because it was not in our scope of work.""
Confidence:
0.82
State Category:
regulatory
Persistence Type:
inertial
Activation Conditions:
Engineer B is retained to supervise the driving of test piles under a defined scope
Termination Conditions:
The scope of the engagement is expanded to include review of the pile driving records
Action Constraints:
Claimed scope boundary limiting review of the pile driving records
Principle Transformation:
The asserted scope boundary is offered as a limit on the diligence duty, framing which facts Engineer B considered himself required to examine.
[facts] "Previously, Engineer B had said, "We didn't look at the pile driving records because it was not in our scope of work.""
Field classification (triples vs literals)
Literal extractions (kept for synthesis)
textReferencescontent: Previously, Engineer B had said, "We didn't look at the pile driving records because it was not in our scope of work."stateCategorycontent: regulatorypersistenceTypecontent: inertialprincipleTransformationcontent: The asserted scope boundary is offered as a limit on the diligence duty, framing which facts Engineer B considered himself required to examine.confidenceassessment: 0.82
Derived (reconstructable from the graph)
activationConditions: Engineer B is retained to supervise the driving of test piles under a defined scopeterminationConditions: The scope of the engagement is expanded to include review of the pile driving recordsactionConstraints: Claimed scope boundary limiting review of the pile driving records
C71
Definition
Extracted from facts
primary
A temporal condition in which a claim has been filed and the parties stand in an adversarial legal posture, so professional services and testimony occur within a pending dispute over that claim. Here the contractor filed an extra claim, sued Engineer A and the municipality, and the matter proceeded through mediation.
Inherited from AdversarialEngagementState
· note
A temporal condition in which a claim has been filed and the parties stand in an adversarial legal posture, so professional services rendered occur within a pending dispute over that claim. Here the contractor has filed a claim against the U.S. government for additional compensation on the dam project, and Engineer A's retention by the contractor occurs within that pending claim.
Properties
Text References:
"Following construction, there was a contractor's extra claim and Engineer A and the municipality were both sued by the contractor."
"The claim was settled by mediation."
"Following construction, there was a contractor's extra claim and Engineer A and the municipality were both sued by the contractor."
"The claim was settled by mediation."
Confidence:
0.9
State Category:
temporal
Persistence Type:
inertial
Activation Conditions:
Contractor files an extra claim and sues Engineer A and the municipality
Termination Conditions:
The claim is settled by mediation
Obligation Activation:
Objectivity and truthfulness obligations in testimony and expert reports
Principle Transformation:
Within the pending claim, the general duty of objectivity becomes a concrete duty to render impartial testimony and complete reports in the mediation.
[facts] "Following construction, there was a contractor's extra claim and Engineer A and the municipality were both sued by the contractor. The claim was settled by mediation."
Field classification (triples vs literals)
Literal extractions (kept for synthesis)
textReferencescontent: Following construction, there was a contractor's extra claim and Engineer A and the municipality were both sued by the contractor.; The claim was settled by mediation.stateCategorycontent: temporalpersistenceTypecontent: inertialprincipleTransformationcontent: Within the pending claim, the general duty of objectivity becomes a concrete duty to render impartial testimony and complete reports in the mediation.confidenceassessment: 0.9
Derived (reconstructable from the graph)
activationConditions: Contractor files an extra claim and sues Engineer A and the municipalityterminationConditions: The claim is settled by mediationobligationActivation: Objectivity and truthfulness obligations in testimony and expert reports
C71
Definition
Extracted from facts
primary
A condition in which an agent has not exercised the fact gathering diligence required for the work at hand. Here Engineer B developed his report without ever talking to any representative of Engineer A and made no effort to inquire from contractors, workers, or others on the job to verify or refute his theories.
Inherited from CompetenceGapState
· note
A condition in which an agent lacks, has insufficient, or has not exercised the competence required for the work at hand, undercutting the obligations that attach to it.
Properties
Text References:
"At no time during the development of Engineer B's report did Engineer B talk to any representative of Engineer A, even though Engineer A's on-site representatives were available to testify as to the a..."
"No effort was made by Engineer B to inquire from contractors, workers, or others on the job to verify or refute his theories about why the 19 piles met driving refusal prior to predicted depth."
"At no time during the development of Engineer B's report did Engineer B talk to any representative of Engineer A, even though Engineer A's on-site representatives were available to testify as to the a..."
"No effort was made by Engineer B to inquire from contractors, workers, or others on the job to verify or refute his theories about why the 19 piles met driving refusal prior to predicted depth."
Confidence:
0.88
State Category:
competence
Persistence Type:
inertial
Activation Conditions:
Engineer B begins developing his report without consulting available sources of fact
Termination Conditions:
Engineer B consults Engineer A's representatives or others on the job to verify the pile driving records
Obligation Activation:
Obligation to be objective and truthful and to base reports on adequate knowledge of the facts
Principle Transformation:
The competence principle becomes a concrete duty to verify the pile driving records with available witnesses before issuing conclusions.
[facts] "At no time during the development of Engineer B's report did Engineer B talk to any representative of Engineer A, even though Engineer A's on-site representatives were available to testify as to the a..."
Field classification (triples vs literals)
Literal extractions (kept for synthesis)
textReferencescontent: At no time during the development of Engineer B's report did Engineer B talk to any representative of Engineer A, even though Engineer A's on-site representatives were available to testify as to the accuracy of the pile driving records.; No effort was made by Engineer B to inquire from contractors, workers, or others on the job to verify or refute his theories about why the 19 piles met driving refusal prior to predicted depth.stateCategorycontent: competencepersistenceTypecontent: inertialprincipleTransformationcontent: The competence principle becomes a concrete duty to verify the pile driving records with available witnesses before issuing conclusions.confidenceassessment: 0.88
Derived (reconstructable from the graph)
activationConditions: Engineer B begins developing his report without consulting available sources of factterminationConditions: Engineer B consults Engineer A's representatives or others on the job to verify the pile driving recordsobligationActivation: Obligation to be objective and truthful and to base reports on adequate knowledge of the facts
States Individuals
7Pile Capacity Expert Disagreement
Divergent Expert Opinion State
C71
Text References:
"One expert testified that the pile driving records indicated that many of the piles did not, at the time of initial driving, meet driving resistance sufficient to satisfy the load carrying requirement..."
"Engineer A testified that the geotechnical firm's report expected that the piles would gain sufficient additional strength within 30 days to meet driving resistance requirements."
"One expert testified that the pile driving records indicated that many of the piles did not, at the time of initial driving, meet driving resistance sufficient to satisfy the load carrying requirement..."
"Engineer A testified that the geotechnical firm's report expected that the piles would gain sufficient additional strength within 30 days to meet driving resistance requirements."
Confidence:
0.88
State Class:
Divergent Expert Opinion State
Subject:
The technical question whether the piles met the load carrying requirements of the design calculations
Active Period:
During the mediation and the subsequent test pile program
Triggering Event:
The municipality's expert testifies that many piles did not meet driving resistance while Engineer A testifies the piles would gain sufficient strength within 30 days
Terminated By:
The test piles are driven and after a 30 day set the increase in set up strength with time is confirmed
Affected Parties:
- Engineer A
- The municipality
- Engineer B
Urgency Level:
medium
[facts] "During the mediation, the municipality brought in expert witnesses to support their case. One expert testified that the pile driving records indicated that many of the piles did not, at the time of in..."
Field classification (triples vs literals)
Relations (structural triples)
affectedParties: Engineer A; The municipality; Engineer B
Literal extractions (kept for synthesis)
textReferencescontent: One expert testified that the pile driving records indicated that many of the piles did not, at the time of initial driving, meet driving resistance sufficient to satisfy the load carrying requirements of the design calculations.; Engineer A testified that the geotechnical firm's report expected that the piles would gain sufficient additional strength within 30 days to meet driving resistance requirements.stateClasscontent: Divergent Expert Opinion Statesubjectcontent: The technical question whether the piles met the load carrying requirements of the design calculationsactivePeriodcontent: During the mediation and the subsequent test pile programtriggeringEventcontent: The municipality's expert testifies that many piles did not meet driving resistance while Engineer A testifies the piles would gain sufficient strength within 30 daysterminatedBycontent: The test piles are driven and after a 30 day set the increase in set up strength with time is confirmedconfidenceassessment: 0.88urgencyLevelassessment: medium
Engineer B Report Omissions
Selective Reporting State
C71
Text References:
"Engineer B did not state anywhere in the report that these 19 piles, according to the pile driving records, had been driven to essential refusal and that, applying accepted wave equation calculations,..."
"Additionally, Engineer B did not report that the dynamic test equipment had failed."
"Engineer B's concluding report stated that approximately 19 of the 90 piles did not meet the safety factor required by the design calculations. This opinion was based upon the fact that the nineteen p..."
"Engineer B did not state anywhere in the report that these 19 piles, according to the pile driving records, had been driven to essential refusal and that, applying accepted wave equation calculations,..."
"Additionally, Engineer B did not report that the dynamic test equipment had failed."
"Engineer B's concluding report stated that approximately 19 of the 90 piles did not meet the safety factor required by the design calculations. This opinion was based upon the fact that the nineteen p..."
Confidence:
0.93
State Class:
Selective Reporting State
Subject:
Engineer B's concluding report on the 19 piles
Active Period:
From the issuance of Engineer B's concluding report onward
Triggering Event:
Engineer B issues a concluding report omitting the essential refusal data, the wave equation strength implication, and the dynamic test equipment failure
Terminated By:
Not stated in the case facts
Affected Parties:
- Engineer A
- The municipality
- The contractor
Urgency Level:
high
[facts] "Engineer B's concluding report stated that approximately 19 of the 90 piles did not meet the safety factor required by the design calculations. This opinion was based upon the fact that the nineteen p..."
Field classification (triples vs literals)
Relations (structural triples)
affectedParties: Engineer A; The municipality; The contractor
Literal extractions (kept for synthesis)
textReferencescontent: Engineer B did not state anywhere in the report that these 19 piles, according to the pile driving records, had been driven to essential refusal and that, applying accepted wave equation calculations, the piles would have indicated a strength several multiples over the calculated load requirements.; Additionally, Engineer B did not report that the dynamic test equipment had failed.; Engineer B's concluding report stated that approximately 19 of the 90 piles did not meet the safety factor required by the design calculations. This opinion was based upon the fact that the nineteen piles did not reach sufficient depth to develop the full strength when applying skin friction resistance value to the square footage of pile penetration. Engineer B did not state anywhere in the report that these 19 piles, according to the pile driving records, had been driven to essential refusal and that, applying accepted wave equation calculations, the piles would have indicated a strength several multiples over the calculated load requirements. Additionally, Engineer B did not report that the dynamic test equipment had failed.stateClasscontent: Selective Reporting Statesubjectcontent: Engineer B's concluding report on the 19 pilesactivePeriodcontent: From the issuance of Engineer B's concluding report onwardtriggeringEventcontent: Engineer B issues a concluding report omitting the essential refusal data, the wave equation strength implication, and the dynamic test equipment failureterminatedBycontent: Not stated in the case factsconfidenceassessment: 0.93urgencyLevelassessment: high
Contractor Claim Adversarial Posture
Adversarial Engagement State
C71
Text References:
"Following construction, there was a contractor's extra claim and Engineer A and the municipality were both sued by the contractor."
"The claim was settled by mediation."
"Following construction, there was a contractor's extra claim and Engineer A and the municipality were both sued by the contractor."
"The claim was settled by mediation."
Confidence:
0.9
State Class:
Adversarial Engagement State
Subject:
Engineer A and the municipality as defendants in the contractor's suit
Active Period:
From the filing of the contractor's extra claim and suit until the mediated settlement
Triggering Event:
The contractor files an extra claim and sues Engineer A and the municipality
Terminated By:
The claim is settled by mediation, with Engineer A and the municipality sharing the $300,000 settlement cost
Affected Parties:
- Engineer A
- The municipality
- The contractor
Urgency Level:
medium
[facts] "Following construction, there was a contractor's extra claim and Engineer A and the municipality were both sued by the contractor. The claim was settled by mediation. Engineer A and the municipality s..."
Field classification (triples vs literals)
Relations (structural triples)
affectedParties: Engineer A; The municipality; The contractor
Literal extractions (kept for synthesis)
textReferencescontent: Following construction, there was a contractor's extra claim and Engineer A and the municipality were both sued by the contractor.; The claim was settled by mediation.stateClasscontent: Adversarial Engagement Statesubjectcontent: Engineer A and the municipality as defendants in the contractor's suitactivePeriodcontent: From the filing of the contractor's extra claim and suit until the mediated settlementtriggeringEventcontent: The contractor files an extra claim and sues Engineer A and the municipalityterminatedBycontent: The claim is settled by mediation, with Engineer A and the municipality sharing the $300,000 settlement costconfidenceassessment: 0.9urgencyLevelassessment: medium
Engineer B Fact Gathering Deficiency
Competence Gap State
C71
Text References:
"At no time during the development of Engineer B's report did Engineer B talk to any representative of Engineer A, even though Engineer A's on-site representatives were available to testify as to the a..."
"No effort was made by Engineer B to inquire from contractors, workers, or others on the job to verify or refute his theories about why the 19 piles met driving refusal prior to predicted depth."
"At no time during the development of Engineer B's report did Engineer B talk to any representative of Engineer A, even though Engineer A's on-site representatives were available to testify as to the a..."
"No effort was made by Engineer B to inquire from contractors, workers, or others on the job to verify or refute his theories about why the 19 piles met driving refusal prior to predicted depth."
Confidence:
0.88
State Class:
Competence Gap State
Subject:
Engineer B during the development of his report
Active Period:
Throughout the development of Engineer B's report
Triggering Event:
Engineer B develops his report without talking to any representative of Engineer A and without inquiring of contractors, workers, or others on the job
Terminated By:
Not stated in the case facts, the report is issued without the deficiency being cured
Affected Parties:
- Engineer B
- Engineer A
- The municipality
Urgency Level:
high
[facts] "At no time during the development of Engineer B's report did Engineer B talk to any representative of Engineer A, even though Engineer A's on-site representatives were available to testify as to the a..."
Field classification (triples vs literals)
Relations (structural triples)
affectedParties: Engineer B; Engineer A; The municipality
Literal extractions (kept for synthesis)
textReferencescontent: At no time during the development of Engineer B's report did Engineer B talk to any representative of Engineer A, even though Engineer A's on-site representatives were available to testify as to the accuracy of the pile driving records.; No effort was made by Engineer B to inquire from contractors, workers, or others on the job to verify or refute his theories about why the 19 piles met driving refusal prior to predicted depth.stateClasscontent: Competence Gap Statesubjectcontent: Engineer B during the development of his reportactivePeriodcontent: Throughout the development of Engineer B's reporttriggeringEventcontent: Engineer B develops his report without talking to any representative of Engineer A and without inquiring of contractors, workers, or others on the jobterminatedBycontent: Not stated in the case facts, the report is issued without the deficiency being curedconfidenceassessment: 0.88urgencyLevelassessment: high
Pile Records Scope Exclusion
Scope Limitation State
C71
Text References:
"Previously, Engineer B had said, "We didn't look at the pile driving records because it was not in our scope of work.""
"Previously, Engineer B had said, "We didn't look at the pile driving records because it was not in our scope of work.""
Confidence:
0.82
State Class:
Scope Limitation State
Subject:
Engineer B's engagement to supervise the driving of test piles
Active Period:
During Engineer B's retention by the municipality
Triggering Event:
The municipality retains Engineer B to supervise the driving of several test piles under a defined scope
Terminated By:
Not stated in the case facts
Affected Parties:
- Engineer B
- The municipality
- Engineer A
Urgency Level:
medium
[facts] "Previously, Engineer B had said, "We didn't look at the pile driving records because it was not in our scope of work.""
Field classification (triples vs literals)
Relations (structural triples)
affectedParties: Engineer B; The municipality; Engineer A
Literal extractions (kept for synthesis)
textReferencescontent: Previously, Engineer B had said, "We didn't look at the pile driving records because it was not in our scope of work."stateClasscontent: Scope Limitation Statesubjectcontent: Engineer B's engagement to supervise the driving of test pilesactivePeriodcontent: During Engineer B's retention by the municipalitytriggeringEventcontent: The municipality retains Engineer B to supervise the driving of several test piles under a defined scopeterminatedBycontent: Not stated in the case factsconfidenceassessment: 0.82urgencyLevelassessment: medium
Flawed Test Pile Conditions
UnreliableTestEvidenceState
New
C71
Text References:
"The geotechnical consultant testified and showed that dynamic test equipment had failed during the test and that the test piles were not driven to the same depth of penetration that apparently was req..."
"Driving conditions were not duplicated in driving the test piles in that a vibratory hammer was used for the test piles and not used in the original driving."
"after the 30 day set up, the driving hammer was dropped several times to start the hammer before the record of blow counts commenced"
"The geotechnical consultant testified and showed that dynamic test equipment had failed during the test and that the test piles were not driven to the same depth of penetration that apparently was req..."
"The geotechnical consultant testified and showed that dynamic test equipment had failed during the test and that the test piles were not driven to the same depth of penetration that apparently was req..."
"Driving conditions were not duplicated in driving the test piles in that a vibratory hammer was used for the test piles and not used in the original driving."
"after the 30 day set up, the driving hammer was dropped several times to start the hammer before the record of blow counts commenced"
"The geotechnical consultant testified and showed that dynamic test equipment had failed during the test and that the test piles were not driven to the same depth of penetration that apparently was req..."
Confidence:
0.85
State Class:
Unreliable Test Evidence State
Subject:
The test pile program supervised by Engineer B
Active Period:
From the flawed test pile driving through the use of the test results in Engineer B's report
Triggering Event:
Dynamic test equipment fails during the test, driving conditions are not duplicated, and the hammer is dropped several times before blow counts commence
Terminated By:
Not stated in the case facts
Affected Parties:
- Engineer B
- Engineer A
- The municipality
Urgency Level:
high
[facts] "The geotechnical consultant testified and showed that dynamic test equipment had failed during the test and that the test piles were not driven to the same depth of penetration that apparently was req..."
Field classification (triples vs literals)
Relations (structural triples)
affectedParties: Engineer B; Engineer A; The municipality
Literal extractions (kept for synthesis)
textReferencescontent: The geotechnical consultant testified and showed that dynamic test equipment had failed during the test and that the test piles were not driven to the same depth of penetration that apparently was required for the plug to form in the original piles.; Driving conditions were not duplicated in driving the test piles in that a vibratory hammer was used for the test piles and not used in the original driving.; after the 30 day set up, the driving hammer was dropped several times to start the hammer before the record of blow counts commenced; The geotechnical consultant testified and showed that dynamic test equipment had failed during the test and that the test piles were not driven to the same depth of penetration that apparently was required for the plug to form in the original piles. Driving conditions were not duplicated in driving the test piles in that a vibratory hammer was used for the test piles and not used in the original driving. Also, after the 30 day set up, the driving hammer was dropped several times to start the hammer before the record of blow counts commenced. In the opinion of Engineer A's geotechnical consultant, this would have broken the pile bond and undervalued the skin friction value reported by Engineer B's tests.stateClasscontent: Unreliable Test Evidence Statesubjectcontent: The test pile program supervised by Engineer BactivePeriodcontent: From the flawed test pile driving through the use of the test results in Engineer B's reporttriggeringEventcontent: Dynamic test equipment fails during the test, driving conditions are not duplicated, and the hammer is dropped several times before blow counts commenceterminatedBycontent: Not stated in the case factsconfidenceassessment: 0.85urgencyLevelassessment: high
Available On-Site Representatives
Alternative Availability State
C71
Text References:
"Engineer A's on-site representatives were available to testify as to the accuracy of the pile driving records"
"Engineer A's on-site representatives were available to testify as to the accuracy of the pile driving records"
Confidence:
0.78
State Class:
Alternative Availability State
Subject:
Engineer A's on-site representatives as available witnesses to the pile driving records
Active Period:
During the development of Engineer B's report
Triggering Event:
Engineer A's on-site representatives are available to testify as to the accuracy of the pile driving records while Engineer B develops his report
Terminated By:
The report is issued without the representatives being consulted
Affected Parties:
- Engineer B
- Engineer A
Urgency Level:
medium
[facts] "At no time during the development of Engineer B's report did Engineer B talk to any representative of Engineer A, even though Engineer A's on-site representatives were available to testify as to the a..."
Field classification (triples vs literals)
Relations (structural triples)
affectedParties: Engineer B; Engineer A
Literal extractions (kept for synthesis)
textReferencescontent: Engineer A's on-site representatives were available to testify as to the accuracy of the pile driving recordsstateClasscontent: Alternative Availability Statesubjectcontent: Engineer A's on-site representatives as available witnesses to the pile driving recordsactivePeriodcontent: During the development of Engineer B's reporttriggeringEventcontent: Engineer A's on-site representatives are available to testify as to the accuracy of the pile driving records while Engineer B develops his reportterminatedBycontent: The report is issued without the representatives being consultedconfidenceassessment: 0.78urgencyLevelassessment: medium
Rs Resources
Resources Classes
2
C71
Definition
Extracted from facts
primary
Handbooks, records, reports, calculations, and other documentation supporting professional practice with technical and procedural knowledge, including construction records and engineering reports relied on in evaluating conduct.
Inherited from ReferenceMaterial
· note
Handbooks, manuals, guides, and other documentation supporting professional practice with technical and procedural knowledge.
Properties
Text References:
"the pile driving records indicated that many of the piles did not, at the time of initial driving, meet driving resistance sufficient to satisfy the load carrying requirements of the design calculatio..."
"Engineer B's concluding report stated that approximately 19 of the 90 piles did not meet the safety factor required by the design calculations"
"the pile driving records indicated that many of the piles did not, at the time of initial driving, meet driving resistance sufficient to satisfy the load carrying requirements of the design calculatio..."
"Engineer B's concluding report stated that approximately 19 of the 90 piles did not meet the safety factor required by the design calculations"
Confidence:
0.9
Resource Category:
reference_material
[facts] "One expert testified that the pile driving records indicated that many of the piles did not, at the time of initial driving, meet driving resistance sufficient to satisfy the load carrying requirement..."
Field classification (triples vs literals)
Literal extractions (kept for synthesis)
textReferencescontent: the pile driving records indicated that many of the piles did not, at the time of initial driving, meet driving resistance sufficient to satisfy the load carrying requirements of the design calculations; Engineer B's concluding report stated that approximately 19 of the 90 piles did not meet the safety factor required by the design calculationsresourceCategorycontent: reference_materialconfidenceassessment: 0.9
C71
Definition
Extracted from facts
primary
Industry standards and accepted analytical methods defining acceptable engineering practice, such as accepted wave equation calculation methods for evaluating pile capacity, embodying collective professional agreement on technical acceptability.
Inherited from TechnicalStandard
· note
Industry standards and specifications defining acceptable practice (e.g., ISO, IEEE, ASME standards) that embody collective professional agreement on technical acceptability and minimum competence benchmarks.
Properties
Text References:
"applying accepted wave equation calculations, the piles would have indicated a strength several multiples over the calculated load requirements"
"applying accepted wave equation calculations, the piles would have indicated a strength several multiples over the calculated load requirements"
Confidence:
0.85
Resource Category:
technical_standard
[facts] "Engineer B did not state anywhere in the report that these 19 piles, according to the pile driving records, had been driven to essential refusal and that, applying accepted wave equation calculations,..."
Field classification (triples vs literals)
Literal extractions (kept for synthesis)
textReferencescontent: applying accepted wave equation calculations, the piles would have indicated a strength several multiples over the calculated load requirementsresourceCategorycontent: technical_standardconfidenceassessment: 0.85
Resources Individuals
5Engineer B Concluding Report
Reference Material
C71
Text References:
"Engineer B's concluding report stated that approximately 19 of the 90 piles did not meet the safety factor required by the design calculations."
"Additionally, Engineer B did not report that the dynamic test equipment had failed."
"Engineer B's concluding report stated that approximately 19 of the 90 piles did not meet the safety factor required by the design calculations."
"Additionally, Engineer B did not report that the dynamic test equipment had failed."
Confidence:
0.92
Resource Class:
Reference Material
Document Title:
Engineer B's concluding report
Topic:
whether the test piles gained sufficient strength to meet the design calculation requirements
Used By:
municipality
[facts] "Engineer B's concluding report stated that approximately 19 of the 90 piles did not meet the safety factor required by the design calculations."
Field classification (triples vs literals)
Relations (structural triples)
usedBy: municipality
Literal extractions (kept for synthesis)
textReferencescontent: Engineer B's concluding report stated that approximately 19 of the 90 piles did not meet the safety factor required by the design calculations.; Additionally, Engineer B did not report that the dynamic test equipment had failed.resourceClasscontent: Reference MaterialdocumentTitlecontent: Engineer B's concluding reporttopiccontent: whether the test piles gained sufficient strength to meet the design calculation requirementsconfidenceassessment: 0.92
Accepted Wave Equation Calculations
Technical Standard
C71
Text References:
"applying accepted wave equation calculations, the piles would have indicated a strength several multiples over the calculated load requirements"
"applying accepted wave equation calculations, the piles would have indicated a strength several multiples over the calculated load requirements"
Confidence:
0.82
Resource Class:
Technical Standard
Topic:
wave equation analysis of pile strength at driving refusal
[facts] "Engineer B did not state anywhere in the report that these 19 piles, according to the pile driving records, had been driven to essential refusal and that, applying accepted wave equation calculations,..."
Field classification (triples vs literals)
Literal extractions (kept for synthesis)
textReferencescontent: applying accepted wave equation calculations, the piles would have indicated a strength several multiples over the calculated load requirementsresourceClasscontent: Technical Standardtopiccontent: wave equation analysis of pile strength at driving refusalconfidenceassessment: 0.82
Pile Driving Records
Reference Material
C71
Text References:
"the pile driving records indicated that many of the piles did not, at the time of initial driving, meet driving resistance sufficient to satisfy the load carrying requirements of the design calculatio..."
"We just did not believe the driving records"
"We didn't look at the pile driving records because it was not in our scope of work."
"the pile driving records indicated that many of the piles did not, at the time of initial driving, meet driving resistance sufficient to satisfy the load carrying requirements of the design calculatio..."
"We just did not believe the driving records"
"We didn't look at the pile driving records because it was not in our scope of work."
Confidence:
0.92
Resource Class:
Reference Material
Document Title:
pile driving records
Topic:
driving resistance and depth of penetration of the 90 foundation piles
Used By:
municipality's expert witness
[facts] "One expert testified that the pile driving records indicated that many of the piles did not, at the time of initial driving, meet driving resistance sufficient to satisfy the load carrying requirement..."
Field classification (triples vs literals)
Relations (structural triples)
usedBy: municipality's expert witness
Literal extractions (kept for synthesis)
textReferencescontent: the pile driving records indicated that many of the piles did not, at the time of initial driving, meet driving resistance sufficient to satisfy the load carrying requirements of the design calculations; We just did not believe the driving records; We didn't look at the pile driving records because it was not in our scope of work.resourceClasscontent: Reference MaterialdocumentTitlecontent: pile driving recordstopiccontent: driving resistance and depth of penetration of the 90 foundation pilesconfidenceassessment: 0.92
Geotechnical Firm Report
Reference Material
C71
Text References:
"Engineer A testified that the geotechnical firm's report expected that the piles would gain sufficient additional strength within 30 days to meet driving resistance requirements."
"Engineer A testified that the geotechnical firm's report expected that the piles would gain sufficient additional strength within 30 days to meet driving resistance requirements."
Confidence:
0.9
Resource Class:
Reference Material
Document Title:
geotechnical firm's report
Topic:
expected gain in pile strength within 30 days after driving
Used By:
Engineer A
[facts] "Engineer A testified that the geotechnical firm's report expected that the piles would gain sufficient additional strength within 30 days to meet driving resistance requirements."
Field classification (triples vs literals)
Relations (structural triples)
usedBy: Engineer A
Literal extractions (kept for synthesis)
textReferencescontent: Engineer A testified that the geotechnical firm's report expected that the piles would gain sufficient additional strength within 30 days to meet driving resistance requirements.resourceClasscontent: Reference MaterialdocumentTitlecontent: geotechnical firm's reporttopiccontent: expected gain in pile strength within 30 days after drivingconfidenceassessment: 0.9
Dock Design Calculations
Reference Material
C71
Text References:
"meet driving resistance sufficient to satisfy the load carrying requirements of the design calculations"
"approximately 19 of the 90 piles did not meet the safety factor required by the design calculations"
"meet driving resistance sufficient to satisfy the load carrying requirements of the design calculations"
"approximately 19 of the 90 piles did not meet the safety factor required by the design calculations"
Confidence:
0.88
Resource Class:
Reference Material
Document Title:
design calculations
Topic:
load carrying requirements and safety factor for the dock pile foundation
Used By:
Engineer B
[facts] "To test this, the municipality retained Engineer B to supervise the driving of several test piles to see whether the piles would gain sufficient strength to meet the design calculation requirements."
Field classification (triples vs literals)
Relations (structural triples)
usedBy: Engineer B
Literal extractions (kept for synthesis)
textReferencescontent: meet driving resistance sufficient to satisfy the load carrying requirements of the design calculations; approximately 19 of the 90 piles did not meet the safety factor required by the design calculationsresourceClasscontent: Reference MaterialdocumentTitlecontent: design calculationstopiccontent: load carrying requirements and safety factor for the dock pile foundationconfidenceassessment: 0.88