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  2. A scour critical bridge is one with abutment or pier foundation rated as unstable due to (1) observed scour at the bridge site (rating factor of 2, 1, or 0) or (2) a scour potential as determined from a scour evaluation study (rating factor of 3).
    Date: April 27, 2001
    Reply to Attn. of: HIBT-30
    www.fhwa.dot.gov/engineering/hydraulics/policymemo/revguide.cfm
    www.fhwa.dot.gov/engineering/hydraulics/policymemo/revguide.cfm
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