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8112 Monitoring Plan
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1 A monitoring plan is likely to include: Taking photos Measuring bank and channel cross sections Bed elevations Measuring lateral migration Measuring plant densities and species composition Estimating sh use Developing a database of photographic records of one or more constant points above and below ow depths for scour critical bridges Measuring scour depths regularly Identifying eroded areas around the footings after major oods 2 Monitoring may involve developing a photographic record from upstream and downstream of scour critical bridges
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A monitoring and inspection program, which includes taking scour measurements and planning for the inspection, traf c closures, etc should be developed Scour measurements may be recorded at regular intervals 3 The following methods may be planned in developing the monitoring and inspection program: The normal two-year inspection cycle with soundings for all bridges, where required For bridges whose substructure foundations cannot be visually inspected, underwater inspections may be necessary Underwater inspections should be planned once every four years Refer to Underwater Inspection and Evaluation of Bridges In the absence of a scour analysis, inventory item coding, as determined by state procedures or NBIS criteria, shall be used to classify the scour critical nature of the bridge Periodic inspections, especially after major oods or coastal storm surges Adequate measures to restore the eroded areas around the footings after major oods should be identi ed 4 Innovations in management methods: The following are new techniques that can be utilized in asset management: Application of new management methods and management software In-depth inspection and diagnosis using SHM LRFR computer-based interpretation of eld data using Pontis Use of GIS and imaging technologies and as-built modeling by laser scanning: This technology for CAD allows accurate as-built conditions to be scanned and converted to drawings Tedious eld measurements are avoided Remote monitoring sensors: Users can maintain an asset inventory database, collect inspection data, keep maintenance records, generate inspection reports, and provide decision support
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8113 Remote Health Monitoring (RHM)
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1 Smart bridge technology can improve the way structures are designed, evaluated, and maintained Ultimately, service levels are maintained or improved The economic gap between the cost of effective preservation decisions and available nancial resources is reduced or eliminated The new methods help to repair bridge decks effectively They check corrosion in reinforcing bars embedded in concrete, look for cracks in welded joints in steel connections, and provide data on sizes and depths of unknown foundations SHM uses one or more in situ sensing systems placed on the bridge and provides real-time evaluation of performance, ultimately preventing its failure In situ sensing and monitoring utilizing electrical conductivity measurements are suggested as effective ways to measure the properties of the in-place concrete The different types of sensors include point sensors (traditional strain gauges), recently developed optical ber sensors, and non-contact sensors (remote sensing, photographic inspection) that measure fundamentally different material response Processing and interpretation of data can be carried out from a number of sensors placed in parallel Depending on the complexity of bridge behavior, a tailor-made SHM system can be designed To establish accuracy, a benchmark comparison of various SHM systems is preferred Health monitoring is followed by prognosis or condition evaluation leading to hazard mitigation 2 Examples of measurements are: Stress/strain Acoustic/ultrasonic Electrical Temperature
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3 The in situ measurement of properties includes: Porosity Pore connectivity Water permeability Ion diffusivity Life cycle monitoring of moisture movement Ion (eg, chloride) penetration inside the material The applications of the sensing system and the role of each sensor, the parameters measured, and principles of how each sensor operates need to be studied
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8114 Types of Instrumentation
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1 Types of xed instrumentation include: Sonar devices Sounding devices Buried electromechanical devices Tethered sensors 2 The latest instrumentation techniques include: Mounting optical extensometer on bearings during jacking operation for prestressing Optical strands on decks or prestressed girders to measure average strain Installing digital cameras, clinometers, and ber optic sensors for recording changes in displacements and strains Point sensors or conventional strain gauges to measure behavioral trends of dynamic de ection, strain, and vibration of structural components They can be installed on superstructure members where the highest deformations are noted Modern sensors are optical ber sensors 3 The following data processing and interpretation methods need to be studied: Non-contact systems include visual or photographic inspection, remote sensing, and NDE techniques Base isolation bearings technology: It leads to effective decoupling of a superstructure from a substructure Bearing friction in non-isolation systems can be avoided Non-isolation bearings affect the expected performance of bridges at low levels of seismic excitations Isolation systems separating the superstructure from the substructure such as laminated rubber bearings, lead rubber bearings, high damping rubber bearings, and Te on sliding bearings can be used Instrumentations for seismic resistance evaluation, such as an accelerograph, can be mounted on piers, pier caps, foundation tops, and pile tips
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