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2 BMS is an integrated collection of the following elements: Organizational roles Procedures Data Analytical tools and computer programs Support services 3 BMS s using a dynamic bridge substructure evaluation and monitoring system can be applied to: Monitoring Integration into a BMS of problem-speci c inspection and condition data (for example, RETAIN, an expert system for retaining wall rehabilitation, may provide opportunities to integrate dynamic bridge substructure evaluations and monitoring systems into BMS s) Determination of optimal inspection frequencies Measuring vulnerability to scour, seismic events, and impacts such as vehicles, boats, ice, and ood debris 4 In general, visual inspection is the widely used means for including condition data in a BMS This has several disadvantages, including: It is qualitative, and ratings generally do not exhibit a high degree of consistency or repeatability The rating accuracy is unknown The rating re ects an aggregate measure of condition For example, microscopic aws can be catastrophic, but will never be re ected in the rating The ratings are not closely related to the cause of the problem or the response There is clearly a role for improving and enhancing the status of bridges through better NDE and its integration with BMS s Dynamic bridge substructure evaluation and monitoring system: It is just one aspect of nondestructive testing appropriate for bridges NDE methods may be more cost effective BMS s currently include only visual condition data The value of multiple sources of data needs to be compared with NDE results NDE data can complement, reinforce, or support visual condition rating data It is not a substitute for visual condition ratings Dynamic bridge evaluation searches a speci c type of defect The following needs to be investigated: Dynamic testing data in terms of an increase or decrease on bridge life cycle costs (the in uence of low probability, high impact catastrophic events on bridge life cycle costs may be considered ) The effectiveness of remedial strategies
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1 Transportation Asset Management Guide, 2002 Prepared for NCHRP Program 20 24(11) 2 Analytical Tools for Asset Management, 2005 Published as NCHRP Report 545 3 Performance Measures and Targets for Transportation Asset Management, 2006 Published as NCHRP Report 551
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1 There are numerous qualitative and quantitative tools that aid in the management of bridges Bridge management s main goal is ensuring safety while minimizing costs Some of the procedures used are inspection, maintenance, and repair Structural health
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monitoring can aid in several aspects of bridge management, such as: Reducing inspection costs while improving quality Prioritizing repair/maintenance schedules Increasing the accuracy of deterioration estimations and improving the decision-making process 2 The main goal of monitoring is to detect accurately and ef ciently structural damage either due to long-term deterioration processes or due to extreme events (eg, earthquakes, blasts) 3 The right decision is required at the right time There is a need to dedicate more resources to inspecting for diagnostic purposes and to make correct decisions about: Rating analysis Rehabilitation of those structures that may have outlived their cost-effectiveness Maintaining older structures that may bene t from low-cost maintenance Constructability Safety Aesthetics Environmental impact and permits Future maintenance, inspection access, and remote health monitoring
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A multi-hazard design of a highway bridge may improve the reliability of the entire transportation network of the region that the highway bridge serves A risk assessment is used that analyzes seismic retro t and bridge security improvements A common approach is: Risk to the bridge Probability of collapse The consequences of collapse After prioritization of a major bridge, a risk assessment is performed to determine the vulnerability of its fracture critical and failure critical elements The AASHTO Guide to Highway Vulnerability Assessment for Critical Asset Identi cation and Protection shall be used as the standard for conducting the risk assessment: 1 The consequences of partial or full collapse are based on vulnerability (expected damage, and loss of life and functional use) and the importance of the bridge 2 Importance is based on: Retro t/replacement value Emergency evacuation Military importance Importance to the regional infrastructure network 3 Planning and execution of emergency plans at the local, state, and national levels 4 Engineering and economic (such as toll revenue value) considerations The severity of these hazards can signi cantly increase the costs of construction and maintenance, especially if they are for existing infrastructure requiring rehabilitation 5 Monitoring structural health such as identi cation of failure critical and fracture critical members Engineers routinely deal with natural hazards: Earthquakes Floods Wind Ice Blast loads Accident impact loads
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