Drilldown: bridge data
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bridge data > Service Under 042b:
Highway - Waterway
& Scour 113:
Bridge foundations determined to be stable for the assessed or calculated scour condition. Scour is determined to be above top of footing (Example A) by assessment (i.e., bridge foundations are on rock formations that have been determined to resist scour within the service life of the bridge4), by calculation or by installation of properly designed countermeasures
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'Angle Rd - Belcher Canal' (1) ·
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'EB SR80 & C-51 Canal ' (1) ·
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'SR-76 & St. Lucie Canal ' (1) ·
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'SR-91 TPK/DRAINAGE CANAL' (1) ·
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'US 98-SR 80-WPB Canal ' (1)
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'6TH AVE SO. EB ' (1) ·
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'0.1 MI West of SR-76 ' (1) ·
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'1.0 M West of Haverhill R' (1) ·
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'2 mi. N of Gatlin Blvd. ' (1) ·
'2.1 Miles E of CR-609 ' (1) ·
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'2.5 mi. N of SR 70 ' (1) ·
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'4.3 MI NORTH OF SR-802 ' (1) ·
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Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. (1) ·
Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and brush restrict the channel. (1) ·
Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. (1) ·
Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. (1)
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