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<br />B. THE EVALUATION PROCESS <br /> <br />The following approach is recommended regarding the development <br />and implementation of a program to assess the vulnerability of <br />existing bridges to scour: <br />STEP 1 Compile a list of those bridges with actual or <br />potential problems due to'scour. Structures that are <br />candidates for this scour susceptible category include: <br /> <br />(a) Bridges currently experiencing scour or that have <br />a history of scour problems during past floods as <br />identif~ed from maintenance records and <br />experience, bridge inspection records, lane, etc. <br /> <br />(b) Bridges over erodible bed streams with design <br />features that make them vulnerable to scour, <br />including: <br /> <br />(1) piers and abutments designed with spread <br />footings or short pile foundations; <br /> <br />(2) superstructures with simple spans or non- <br />redundant support systems that render them <br />vu:nerable to collapse in the event of <br />foundation movement; and <br /> <br />(3) br~dges with inadequate waterway openings or <br />with designs that collect ice and debris, <br />Particular attention should be given to <br />structures where there are no rel:.ef bridges <br />or embankments for overtopping, and where all <br />water must pass through or over the <br />structure, <br /> <br />(c) Bridges on aggressive streams and waterways, <br />including those with: <br /> <br />(1) active degradation or aggregation of the <br />stl:eam bed; <br /> <br />(2) significant lateral movement or erosion of <br />st::earn banks; <br /> <br />(3) steep slopes or high velocities; <br /> <br />(4) in-stream materials mining operations in the <br />vicinity of the bridge; and <br /> <br />(5) histories of flood damaged highways and <br />bridges, <br /> <br />76 <br />