16h00silasnichols19-06.pdf
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Maintenance of Bridge Foundations:
Transportation Asset Management
Silas Nichols
Principal Bridge Engineer-Geotechnical
U.S. Federal Highway Administration
Office of Infrastructure
Washington, DC
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Some Context on NationalHighway System
Aging Infrastructure
Growing Congestion Funding Shortfall
Focus on System Performance
Asset Management is Imperative
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Transportation Asset Management
Transportation Asset Management is a strategic
and systematic process of operating,
maintaining, upgrading and expandingphysical assets effectively throughout their
lifecycle. It focuses on business and
engineering practices for resource allocation
and utilization, with the objective of better
decision making based upon quality
information and well defined objectives.
AASHTO Subcommittee on Asset Management
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Improved decision-making supported by policies,performance-based goals, performance measures, and
appropriate service levels Decisions are based on accurate data, and sound
engineering and economic analysis
Long-term view of assets More robust management and monitoring systems
How Does Transportation AssetManagement Work?
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Challenges in Measuring BridgePerformance
Dependent on multiple and often interrelated factors, Original design parameters and specifications
Initial quality of materials and of the as-builtconstruction
Varying environmental conditions
Type, timing and effectiveness of
preventive maintenance, minor and major rehabilitation actions
replacement actions
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UncertainAction Effectiveness
1. different actions at a given
application time (t1)2. same action at different
application time (t1 vs. t2)
Time
Action A2 at
time t1
Action A1 at
time t1
Action A2at time t2
Uncertain
Time of Applying/Delaying Actions
Uncertain
Costsassociated with
applied actions
Uncertain
Deterioration Ratesassociated with
different actions
Condition
Bridge Condition vs. Age
t1t2
Uncertainty in Data
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Geotechnical Assets and LiabilitiesGeotechnical Features are often overlooked when
considering assets and liabilities with regard tomanagement, maintenance and data collection protocols
Soil and Rock Fills and Cuts Soil and Rock Instabilities and Hazards Shallow and Deep Foundations Earth Retaining Structures Ground Improvement Installation Geotechnical Databases/Material Information
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Why and when should Transportation ownersbe interested in evaluating Geotechnical
Features?
During installation as part of quality control and assurance As part of periodic evaluations and inspections When some distress is visually observed When rehabilitation or reconstruction, load rating, and
widening is being considered
After the feature has experienced an extreme event
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Differential Settlement
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Bridge Abutment MovementsBridge Span
Soft Layer
AbutmentFill
Foundation Layer
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BACKGROUND: Little if any thought hastraditionally given to the short and long-term
condition of Geofeatures.
This situation is largely based on ignorance, a false
sense of security that Transportation Assets aregrossly over designed, will last FOREVER and a
frustration regarding the means and methods of such
evaluation (reliable, accurate, rapid and cost
effective).
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Historical Perspective
Small design loads, very conservative designs Geotechnical Designers had little knowledge of loads and
performance requirements.
Primitive specifications and construction control methods No real consideration of long-term behavior No discussion of design life and life cycle cost modeling
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Historical Perspective Lack of practical, reliable and cost effective tools to evaluate
existing geofeatures
Minimal consideration of deterioration models Relatively small effort devoted to determining long term
behavior
Perhaps most complex and difficult component to evaluate Rehabilitation and reconstruction a huge expense for
transportation owners
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CURRENT PRACTICE AND FUTURETRENDS Load magnitude and general demand per element is greatly
increasing
Many more choices
Nominal dimensions are greatly increasing (length and cross-section). Smaller number of elements per support
Demand on geotechnical and structural materials increasing (in
general, lower safety factors)
Better appreciation and concern of geofeatures by the structural
community Designs become more deformation based sensitive and complex
Much better Site Investigation and Construction Monitoring tools
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EVALUATING STRUCTURAL FOUNDATIONS:What aspects of the foundation are needed for an
analysis?
Foundation Types: shallow and deep (driven, drilled shafts,micropiles, auger cast)
Foundation Dimensions (length, geometry) Foundation material Integrity (short/long) Load Carrying Capability Load Displacement Behavior (vertical and lateral) Knowledge of loads and desired performance
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TESTING CHALLENGES
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Resources and GapsFHWA OPPORTUNITIES
National Bridge Inventory
Long Term Bridge Performance Program
Geotechnical Asset Management Initiatives
Unknown Foundations Program
RESEARCH DEVELOPMENT
Ever shrinking number of sources and level of resources.
Ever increasing number of dedicated projects and programs.
Increasing need for interdisciplinary teams and solutions to problems.
Need to better combine basic and applied research tools and
accelerate mainstream implementation approaches
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Thank You!
Silas Nichols, P.E.Principal Bridge Engineer Geotechnical
FHWA Office of Bridge Technology
1-202-366-1554