![]() Costly detours, repairs, replacement, or loss of life could be associated with inaccurate embedment estimates or use of criteria incongruous with the original design. The design criteria used when the bridge was originally constructed are important factors in the load rating process. A reliable determination of the unknown pile embedment is also a prerequisite for a realistic integrated bridge load rating. Performing a quantitative integrated bridge load-rating analysis that considers geotechnical issues and soil-structure interaction for a substructure is essential to prevent functional or catastrophic failure under a live load. An integrated bridge load rating that considers the entire superstructure-substructure system can be established using the proposed method. This paper presents rational means to analyze existing foundations using a hybrid analytical-numerical method so that reuse can be optimized. Proper characterization of the bridge foundation (embedment, load-carrying capacity, etc.) is necessary for bridge reuse when the original design conditions are changed because of scour, bridge widening, increased loading, or other changes to the structure. ![]() ![]() ![]() Reuse of existing bridge foundations has been gaining momentum and acceptance among practitioners in the last few years. ![]()
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